Fermilab NORTH 0 20 20 40 1"=20'-0" 2/8/2019 6:57:50 - - PowerPoint PPT Presentation

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Fermilab NORTH 0 20 20 40 1"=20'-0" 2/8/2019 6:57:50 - - PowerPoint PPT Presentation

May 18, 2023 535 likes •825 views

SECTION 3 SECTION 4 SECTION 4 SECTION 6 SECTION 3 SECTION 6 SECTION 5 SECTION 2 SECTION 1 SECTION 2 SEE NOTE 6 10' - 9" (3.30m) 9' - 6" (2.90m) 9' - 6" (2.90m) 27' - 4" (8.35m) 198' - 4" (60.45m) 40' -

slide-1
SLIDE 1

C L 4850-15 NORTH CAVERN CENTER ACCESS DRIFT 4+94.55 4+50.00 4+00.00 3+50.00 3+00.00 2+50.00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 0+97.08 0+00.00 0+00.00 1+42.20 C L 4910 LEVEL 4850 LEVEL MONORAIL CRANE SUPPORT BEAM. FOR DETAILS REFER TO UG-FD-C-SS-801 NORTH CAVERN WEST DETECTOR ENTRANCE (6.00m) 19' - 8" (6.00m) 19' - 8" ELECTRICAL BUS BAR FUTURE BRIDGE FOUNDATION REFER TO 1 / UG-FD-SS-401 NORTH CAVERN EAST DETECTOR ENTRANCE REFER TO C-204 FOR EDGE REPAIR DETAIL REFER TO C-204 FOR EDGE REPAIR DETAIL (3.00m) 9' - 10" 'A' LINE (4.35m) 14' - 4" (3.90m) 12' - 10" 56' - 11" (17.35m) 91' - 4" (27.85m) (6.00m) 19' - 8" CONCRETE SLAB OVER CAVIDRAIN LAYER REFER TO BSI ELECTRICAL DRAWINGS. UFER GROUND CONCRETE SLAB. 58' - 6" (17.85m) (1.00m) 3' - 4" 58' - 6" (17.85m)

1 _ 1

C-203

NORTH CAVERN WEST DETECTOR ENTRANCE NORTH CAVERN CENTER ACCESS DRIFT CENTER CAVERN CENTER ACCESS DRIFT 4850-33 NORTH CAVERN

2

C-203

FUTURE CRYOGENIC MEZZANINE (TYP) 198' - 4" (60.45m) (0.30m) 0' - 11" (3.00m) 9' - 10" 237' - 1" (72.25m) 237' - 1" (72.25m) 25' - 5" (7.75m) NORTH CAVERN EAST DETECTOR ENTRANCE MEZZANINE SUPPORT ANCHOR WITH AN ULTIMATE LOAD CAPACITY OF 110 US SHORT TONS (100 METRIC TONS). SEE 4 / UG-FD-SS-803 (TYP). EXTERIOR EDGE OF MEZZANINE SUPPORTED BY 13 WALL ANCHORS WITH AN ULTIMATE CAPACITY OF 35.3 US SHORT TONS (32 METRIC TONS). SEE 3A / UG-FD-SS-803. SECTION 3 SECTION 2 SEE NOTE 6 SECTION 6 SECTION 4 SECTION 1 SECTION 4 SECTION 6 SECTION 2 SECTION 3 SECTION 5 65' - 0" (19.80m) 40' - 4" (12.30m) 'A' LINE NC-1 NC-2 NC-3 NC-4 NC-5 NC-6 NC-7 NC-8 NC-9 NC-10 NC-11 NC-12 NC-13 NC-14 NC-15 NC-16 NC-17 NC-18 NC-19 NC-20 NC-21 NC-22 NC-23 NC-24 NC-25 NC-26 (5.00m) 16' - 5" (2.15m) 7' - 1" (5.00m) 16' - 5" (9.90m) 32' - 6" (9.90m) 32' - 6" (2.00m) 6' - 6" 9' - 6" (2.90m) (11.35m) 37' - 2" (12.00m) 39' - 4"

4

C-228

3

C-228

5

C-228

AHU NICHE (3.45m) 11' - 5" 10' - 9" (3.30m) 198' - 4" (60.45m) 8' - 1" (2.45m) 9' - 6" (2.90m) 40' - 6" (12.35m) 9' - 6" (2.90m) 8' - 1" (2.45m) 198' - 4" (60.45m) 10' - 9" (3.30m) 27' - 4" (8.35m) NC-13 2+09.40 NC-26 4+82.00 NC-3 0+45.40 NC-16 3+17.90 NC-4 0+61.80 NC-17 3+34.30 NC-1 0+12.60 NC-14 2+85.10 NC-2 0+29.00 NC-15 3+01.50 NC-5 0+78.20 NC-18 3+50.80 NC-6 0+94.60 NC-19 3+67.20 NC-9 1+43.80 NC-22 4+16.40 NC-10 1+60.20 NC-23 4+32.80 NC-7 1+11.00 NC-20 3+83.60 NC-8 1+27.40 NC-21 4+00.00 NC-11 1+76.60 NC-24 4+49.20 NC-12 1+93.00 NC-25 4+66.00 TABLE 1: STATION OF MEZZANINE SUPPORT ANCHORS No. STATION No. STATION

LOCATION NUMBER PER CAVERN MID-CHAMBER 124 MEZZANINE 490 TABLE 2: LIFTING EYE QUANTITIES

ALL CT-BOLTS IN CROWN TO RECEIVE LIFTING EYES WITH A WORKING LOAD LIMIT (WLL) OF 11 US SHORT TONS (10 METRIC TONS). SEE 1 / UG-FD-SS-803. ALL CT-BOLTS IN CROWN TO RECEIVE LIFTING EYES WITH WORKING LOAD LIMIT (WLL) OF (2 METRIC TONS). SEE 2 / UG-FD-SS-803. USE WELDED WIRE FABRIC REINFORCED SHOTCRETE AND DUST SEAL SHOTCRETE IN LOCATIONS INDICATED. LEGEND USE FIBER REINFORCED SHOTCRETE IN LOCATIONS INDICATED

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:57:50 PM

3

15-1-6F UG-FD-C-200

4850 LEVEL

LBNF - FSCF - EXCAVATION

SP ES FV ARUP ARUP ARUP

NORTH CAVERN PLAN AND PROFILE

08/26/15 SCALE: 1" = 20'-0"

1 LONGITUDINAL SECTION

PROJECT NORTH E S W

SCALE: 1" = 20'-0"

PLAN VIEW

NOTES:

  • 1. FOR GENERAL NOTES AND ABBREVIATIONS, REFER TO DRAWING UG-FD-C-002.
  • 2. FOR GROUND SUPPORT DETAILS, REFER TO DRAWING UG-FD-C-207.
  • 3. FOR CONCRETE SLAB OVER CAVIDRAIN LAYER DETAILS, REFER TO DRAWING UG-FD-SS-810.
  • 4. ALL SHOTCRETE SURFACES ABOVE THE 4850L WITHIN SECTION 1 SHALL BE SEALED IN ACCORDANCE WITH SPECIFICATION

SECTION 03 37 13.

  • 5. FOR SHOTCRETE/CONCRETE SEALANT MATERIAL DETAILS, REFER TO 03 37 13.
  • 6. SECTION 6 IS IDENTICAL TO SECTION 1 IN TERMS OF GEOMETRY AND SUPPORT TYPE ON DRAWING EXCEPT FOR THE LIFTING

EYES.

SC SCALE LE FE FEET ET 40 20 20 1"=20'-0" 1 07/13/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-2
SLIDE 2

1+25.16 4+50.00 4+00.00 3+50.00 3+00.00 2+50.00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 4+94.55 3+48.98 0+00.00 C L C L 4850-17 SOUTH CAVERN CENTER ACCESS DRIFT

1 _

SOUTH CAVERN WEST DETECTOR ENTRANCE 4850-37 SOUTH CAVERN SOUTH CAVERN CENTER ACCESS DRIFT

2

C-203

FUTURE CRYOGENIC MEZZANINE (TYP) MEZZANINE SUPPORT ANCHOR WITH AN ULTIMATE LOAD CAPACITY OF 110 US SHORT TONS (100 METRIC TONS). SEE 4 / UG-FD-SS-803 (TYP). SOUTH CAVERN EAST DETECTOR ENTRANCE (6.55m) 21' - 6" EXTERIOR EDGE OF MEZZANINE SUPPORTED BY 12 WALL ANCHORS WITH AN ULTIMATE CAPACITY OF 35.3 US SHORT TONS (32 METRIC TONS). SEE 3A / UG-FD-SS-803

1

C-203

SECTION 3 SECTION 2 SEE NOTE 6 SECTION 6 SECTION 4 SECTION 1 SECTION 4 SECTION 6 SECTION 2 SECTION 3 SECTION 5 65' - 0" (19.80m) 'A' LINE SC-1 SC-2 SC-3 SC-4 SC-5 SC-6 SC-7 SC-8 SC-9 SC-10 SC-11 SC-12 SC-13 SC-14 SC-15 SC-16 SC-17 SC-18 SC-19 SC-20 SC-21 SC-22 SC-23 SC-24 SC-26 SC-25 (5.00m) 16' - 5" (5.00m) 16' - 5" (11.55m) 37' - 10" (11.55m) 37' - 10" 198' - 4" (60.45m) (4.55m) 14' - 11" (7.75m) 25' - 5" 32' - 6" (9.90m) 32' - 6" (9.90m) (12.00m) 39' - 4" (5.00m) 16' - 5" (0.80m) 2' - 8" (2.90m) 9' - 6" 10' - 9" (3.30m) 198' - 4" (60.45m) 8' - 1" (2.45m) 9' - 6" (2.90m) 40' - 6" (12.35m) 9' - 6" (2.90m) 8' - 1" (2.45m) 198' - 4" (60.45m) 10' - 9" (3.30m) 27' - 4" (8.35m)

4

C-228

5

C-228

3

C-228

4910 LEVEL 4850 LEVEL SOUTH CAVERN CENTER ACCESS DRIFT SOUTH CAVERN WEST DETECTOR ENTRANCE MONORAIL CRANE SUPPORT BEAM. FOR DETAILS REFER TO UG-FD-C-SS-801 SUMP FUTURE BRIDGE FOUNDATION REFER TO 2 / UG-FD-SS-401 ELECTRICAL BUS BAR (6.00m) 19' - 8" (6.00m) 19' - 8" SOUTH CAVERN EAST DETECTOR ENTRANCE REFER TO C-204 FOR EDGE REPAIR DETAIL REFER TO C-204 FOR EDGE REPAIR DETAIL 'A' LINE (3.90m) 12' - 10" (6.00m) 19' - 8" CONCRETE SLAB OVER CAVIDRAIN LAYER MEZZANINE EDGE ANCHORS (TYP.) 39' - 8" (12.10m) 58' - 6" (17.85m) 91' - 4" (27.85m) 56' - 11" (17.35m) SC-13 2+09.20 SC-26 4+81.90 SC-1 0+12.40 SC-14 2+85.10 SC-2 0+28.80 SC-15 3+01.50 SC-5 0+78.00 SC-18 3+50.70 SC-6 0+94.40 SC-19 3+67.10 SC-3 0+45.20 SC-16 3+17.90 SC-4 0+61.60 SC-17 3+34.30 TABLE 1: STATION OF MEZZANINE SUPPORT ANCHORS No. STATION No. STATION SC-9 1+43.60 SC-22 4+16.30 SC-10 1+60.00 SC-23 4+32.70 SC-7 1+10.80 SC-20 3+83.50 SC-8 1+27.20 SC-21 3+99.90 SC-11 1+76.40 SC-24 4+49.10 SC-12 1+92.80 SC-25 4+65.50

LOCATION NUMBER PER CAVERN MID-CHAMBER 124 MEZZANINE 490 TABLE 2: LIFTING EYE QUANTITIES

ALL CT-BOLTS IN CROWN TO RECEIVE LIFTING EYES WITH A WORKING LOAD LIMIT (WLL) OF 11 US SHORT TONS (10 METRIC TONS). SEE 1 / UG-FD-SS-803. ALL CT-BOLTS IN CROWN TO RECEIVE LIFTING EYES WITH WORKING LOAD LIMIT (WLL) OF (2 METRIC TONS). SEE 2 / UG-FD-SS-803. USE WELDED WIRE FABRIC REINFORCED SHOTCRETE AND DUST SEAL SHOTCRETE IN LOCATIONS INDICATED. LEGEND USE FIBER REINFORCED SHOTCRETE IN LOCATIONS INDICATED

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:58:04 PM

3

15-1-6F UG-FD-C-201

4850 LEVEL

LBNF - FSCF - EXCAVATION

SP ES FV ARUP ARUP ARUP

SOUTH CAVERN PLAN AND PROFILE

08/26/15 SCALE: 1" = 20'-0"

PLAN VIEW

PROJECT NORTH E S W

SC SCALE LE FE FEET ET 40 20 20 1"=20'-0"

SCALE: 1" = 20'-0"

1 LONGITUDINAL SECTION

NOTES:

  • 1. FOR GENERAL NOTES AND ABBREVIATIONS, REFER TO DRAWING UG-FD-C-002.
  • 2. FOR GROUND SUPPORT DETAILS, REFER TO DRAWING UG-FD-C-207.
  • 3. FOR CONCRETE SLAB OVER CAVIDRAIN LAYER DETAILS, REFER TO DRAWING UG-FD-SS-810.
  • 4. ALL SHOTCRETE SURFACES ABOVE THE 4850L WITHIN SECTION 1 SHALL BE SEALED IN ACCORDANCE WITH SPECIFICATION

SECTION 03 37 13.

  • 5. FOR SHOTCRETE/CONCRETE SEALANT MATERIAL DETAILS, REFER TO 03 37 13.
  • 6. SECTION 6 IS IDENTICAL TO SECTION 1 IN TERMS OF GEOMETRY AND SUPPORT TYPE ON DRAWING EXCEPT FOR THE LIFTING

EYES.

1 07/13/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-3
SLIDE 3

4+50.00 4+00.00 3+50.00 3+00.00 2+00.00 1+50.00 1+00.00 0+50.00 0+97.08 0+00.00 C L 4850-33 NORTH CAVERN ELECTRICAL BUS BAR. REFER TO NOTE 5 MONORAIL CRANE SUPPORT BEAM MEZZANINE EDGE ANCHOR ON UG-FD-SS-811 REFER TO DETAILS 1-4 ON UG-FD-SS-811 REFER TO DETAILS 1-4 UFER GROUNDED CONCRETE SLAB REFER TO BSI ELECTRICAL DRAWINGS 39' - 4" (12.00m) (6.00m) 19' - 8" SUMP SEAL CONCRETE FLOOR IN LOCATION OF FUTURE CLEAN ROOM MUCKING RAMP NORTH CAVERN ACCESS DETECTOR STEEL BEARING PAD (TYP.) REFER TO DETAILS 1-4 ON UG-FD-SS-811

SC SCALE LE FE FEET ET

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV. 20 20 40

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:57:56 PM

3

1" = 20'-0"

15-1-6F UG-FD-C-202

4850 LEVEL

LBNF - FSCF - EXCAVATION

SP ES FV ARUP ARUP ARUP

DETECTOR CAVERNS INVERT PLAN & ISOMETRIC

08/26/15 NOTES:

  • 1. FOR GENERAL NOTES AND ABBREVIATIONS, REFER TO DRAWING UG-FD-C-002.
  • 2. FOR MONORAIL CRANE SUPPORT BEAM DETAILS, REFER TO DRAWING UG-FD-SS-801.
  • 3. FOR ROCK REINFORCEMENT DETAILS, REFER TO DRAWING UG-FD-C-500 TO UG-FD-C-502.
  • 4. FOR CONCRETE SLAB OVER CAVIDRAIN LAYER DETAILS, REFER TO DRAWING UG-FD-SS-810.
  • 5. INSTALL TIN PLATED COPPER BUS BAR ALONG CAVERN SIDEWALLS.
  • 6. NORTH CAVERN SHOWN. SOUTH CAVERN SIMILAR, REFLECTED.
  • 7. FOR SHOTCRETE/CONCRETE SEALANT MATERIAL DETAILS, REFER TO 03 37 13.
  • 8. FOR UFER GROUND CONCRETE SLAB DETAILS, REFER TO BSI ELECTRICAL DRAWINGS.
  • 9. ALL SHOTCRETE SURFACES ABOVE THE 4850L WITHIN PLAN SHALL BE SEALED IN ACCORDANCE WITH SPECIFICATION SECTION 03 37 13.

N.T.S. SCALE:

ISOMETRIC VIEW

SCALE: 1" = 20'-0"

INVERT PLAN VIEW

PROJECT NORTH E S W

N.T.S. SCALE:

ISOMETRIC VIEW

1 07/13/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-4
SLIDE 4

C L 0+00.00 1+00.00 1+42.20 4850 LEVEL WELDED WIRE FABRIC REINFORCED SHOTCRETE OR FIBER REINFORCED SHOTCRETE (1.05m) 3' - 6" (5.00m) 16' - 4" (3.95m) 13' - 0" 33° 62° 26' - 9" (8.15m) (6.70m) 22' - 0" 16' - 5" (5.00m)

R 12' - 6" (3.81m)

0' - 4" (0.10m) 4850-11 NORTH CAVERN WEST DETECTOR ENTRANCE 4850-14 SOUTH CAVERN WEST DETECTOR ENTRANCE 10' - 0" (3.0m) LONG 7/8" (22mm) DIA CT M22 BOLT, #8 (25mm) GALVANIZED THREADBAR DOWEL, OR APPROVED EQUAL. SPACED 4' - 0" (1.2m) STAGGERED PATTERN SUPPORT TYPE I: 10' - 0" (3.0m) LONG 7/8" (22mm) DIA CT M22 BOLT, #8 (25mm) GALVANIZED THREADBAR DOWEL, OR APPROVED EQUAL. SPACED 4' - 0" (1.2m) STAGGERED PATTERN SUPPORT TYPE I: (0.15m) 0' - 6" 1.557' 'A' LINE (1.20m) 4' - 0" 15' - 11" (4.85m) MAX 3' - 6" (1.05m) CAVERN ENDWALL SUPPORT (1.25m) 4' - 1" PREPARED SUBGRADE 4910 LEVEL 4850 LEVEL (7.50m) 24' - 8" (6.00m) 19' - 8" (3.00m) 9' - 10" (3.50m) 11' - 6" EXCLUSION ZONE 2' - 0" (0.60m) SHOTCRETE LOOSE MATERIAL TO BE REMOVED AND INFILLED WITH CONCRETE FOR A MIN. DISTANCE OF 10'-0" (3.0m) FOLLOWING FIRST BENCH

  • BLAST. BOLT THROUGH

CONCRETE INFILL. 1.557' (1.65m) 5' - 6" (0.45m) 1' - 7" 32' - 10" (10.00m) 5' - 0" (1.50m) SUPPORT TYPE II: 20'-0" (6m) LONG, 1 1/4" (32mm) DIA. GALVANIZED CT M33 ROCK BOLTS @ 5'-0" (1.5m) SPACING, STAGGERED PATTERN POINT ANCHORED AND TENSIONED TO 10KIPS FOLLOWED BY CEMENT POST-GROUTING MAX 5' - 0" (1.50m)

1 _ 2 _

(13.40m) 44' - 0" (3.50m) 11' - 6" CAVERN ENDWALL SUPPORT TYPE II (0.55m) 1' - 10" (1.20m) 4' - 0" (1.50m) 5' - 0" MAX 4' - 0" (1.20m) 27' - 0" (8.25m) 15' - 2" (4.65m) (6.55m) 21' - 6" (3.35m) 11' - 0" (1.50m) 5' - 0" 0' - 3" (0.075m) PLAIN SHOTCRETE 0' - 1" (0.025m) SMOOTHING SHOTCRETE LAYER 20' - 0" (6.0m) LONG 1 1/4" (32mm) DIA. GALVANIZED CT M33 ROCK BOLTS @ 5' - 0" (1.5m) SPACING, STAGGERED PATTERN POINT ANCHORED AND TENSIONED TO 10KIPS FOLLOWED BY CEMENT POST-GROUTING SUPPORT TYPE II: 20' - 0" (6.0m) LONG 1 1/4" (32mm) DIA. GALVANIZED CT M33 ROCK BOLTS @ 5' - 0" (1.5m) SPACING, STAGGERED PATTERN POINT ANCHORED AND TENSIONED TO 10KIPS FOLLOWED BY CEMENT POST-GROUTING SUPPORT TYPE II: ELECTRICAL BUS BAR MONORAIL CRANE SUPPORT BEAM

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:59:57 PM

3

15-1-6F UG-FD-C-204

4850 LEVEL

LBNF - FSCF - EXCAVATION

SP ES FV ARUP ARUP ARUP

WEST DETECTOR ENTRANCE

08/26/15 SCALE: 1" = 5'-0"

1 SECTION

SCALE: 1" = 10'-0"

2 LONGITUDINAL SECTION

SCALE: 1" = 10'-0"

PLAN VIEW

N.T.S. SCALE:

TYPICAL ISOMETRIC VIEW

SC SCALE LE FE FEET ET 10 5 5 1"=5'-0" SC SCALE LE FE FEET ET 20 10 10 1"=10'-0"

NOTES:

  • 1. FOR GENERAL NOTES AND ABBREVIATIONS, REFER TO DRAWING UG-FD-C-002.
  • 2. SHOTCRETE SHALL BE REINFORCED WITH A SINGLE LAYER OF 6" x 6" - W4.0xW4.0 WELDED

WIRE FABRIC OR FIBERS AT SUFFICIENT DOSAGE TO MEET THE PERFORMANCE CRITERIA GIVEN IN SPECIFICATION SECTION 03 37 13.

  • 3. ROCK REINFORCEMENT OMITTED FOR CLARITY ON PLAN, LONGITUDINAL, AND ISOMETRIC

VIEWS.

  • 4. PLAN AND ISOMETRIC SHOW ARRANGEMENT AT NORTH CAVERN. SOUTH CAVERN SIMILAR,

MIRRORED ABOUT CUC. SCALE: 1" = 200'-0"

KEY PLAN

P R O J E C T N O R T H E S W

1 07/13/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-5
SLIDE 5

6+00.00 6+24.02 0+00.00 0+00.00 1+47.57 4+00.00 3+50.00 3+00.00 2+50.00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 C L C L

1

C-207

1 _

CENTER CAVERN CENTER ACCESS DRIFT SOUTH CAVERN CENTER ACCESS DRIFT CUC ACCESS DRIFT-WEST CUC ACCESS DRIFT-EAST 4850-36 CENTRAL UTILITY CAVERN (CUC) 305' - 1" (93.00m) 318' - 4" (97.00m) (19.30m) 63' - 4" 623' - 4" (190.00m) REINFORCED SHOTCRETE 0' - 4" (0.10m) REINFORCED SHOTCRETE 0' - 4" (0.10m) CUC ACCESS DRIFT-WEST CUC ACCESS DRIFT-EAST CENTER CAVERN CENTER ACCESS DRIFT 0' - 4" (0.10m) REINFORCED SHOTCRETE 623' - 8" (190.10m) (0.10m) 0' - 4" CONCRETE SLAB 0' - 6" (0.15m) (10.85m) 35' - 7" (0.10m) SHOTCRETE 0' - 4" INDICATIVE TRANSITION. SEE NOTE 10 ON DWG UG-FD-C-002

SC SCALE LE FE FEET ET 40 20 20 1"=20'-0"

SCALE: 1" = 20'-0"

PLAN VIEW

SCALE: 1" = 20'-0"

1 LONGITUDINAL SECTION

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:58:52 PM

3

15-1-6F UG-FD-C-206

4850 LEVEL

LBNF - FSCF - EXCAVATION

SP ES FV ARUP ARUP ARUP

CENTRAL UTILITY CAVERN (CUC) PLAN AND PROFILE

08/26/15 NOTES:

  • 1. FOR GENERAL NOTES AND ABBREVIATIONS, REFER TO DRAWING UG-FD-C-002.
  • 2. FOR GROUND SUPPORT DETAILS, REFER TO DRAWING UG-FD-C-207.
  • 3. FOR CONCRETE SLAB OVER CAVIDRAIN LAYER DETAILS, REFER TO DRAWING UG-FD-SS-810.
  • 4. ALL SHOTCRETE SURFACES ABOVE THE 4850L WITHIN SECTION 1 SHALL BE SEALED IN ACCORDANCE WITH SPECIFICATION

SECTION 03 37 13.

  • 5. FOR SHOTCRETE/CONCRETE SEALANT MATERIAL DETAILS, REFER TO 03 37 13.
  • 6. SECTION 6 IS IDENTICAL TO SECTION 1 IN TERMS OF GEOMETRY AND SUPPORT TYPE ON DRAWING EXCEPT FOR THE LIFTING

EYES.

PROJECT NORTH E S W

1 07/13/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-6
SLIDE 6

CODES AND STANDARDS

1. WHERE DOCUMENTS ARE REFERENCED IN THE GENERAL AND DESIGN NOTES, THEY SHALL BE THE LATEST APPLICABLE EDITIONS, UNLESS OTHERWISE NOTED. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE, INCLUDING REFERENCE STANDARDS, ADDENDA AND APPENDICES. 3. IN ADDITION, THE FOLLOWING CODES, STANDARDS AND SPECIFICATIONS SHALL APPLY WHERE MORE STRINGENT AND AS MODIFIED BY THE BUILDING CODE: A. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND COMMENTARY" B. ACI 530/530.1 "BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES AND RELATED COMMENTARIES" C. AISC "STEEL CONSTRUCTION MANUAL" AND AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" D. AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" E. AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" F. AWS D1.1 "STRUCTURAL WELDING CODE" G. AWS D1.4 "STRUCTURAL WELDING CODE-- REINFORCING STEEL" H. AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS"

PROJECT DOCUMENTS

1. THIS SET OF DRAWINGS, TOGETHER WITH THE SPECIFICATIONS, CONSTITUTES THE COMPLETE DOCUMENT BY WHICH ALL WORK IS TO BE CARRIED OUT. 2. THE CM/GC SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE. THE CM/GC SHALL USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION AND ALL OTHER RELEVANT CONSULTANTS' DRAWINGS BEFORE COMMENCING WITH THE WORK AND SHALL NOTIFY THE FRA CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES REQUIRING CLARIFICATION OR REVISION. 3. SCALES NOTED ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY. NO DIMENSIONAL INFORMATION SHALL BE OBTAINED BY SCALING FROM THE DRAWINGS. 4. IN THE EVENT THAT CERTAIN DETAILS OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR NOTED ON DRAWINGS, THEIR CONSTRUCTION SHALL BE OF THE SAME TYPE AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED, SUBJECT TO THE STRUCTURAL ENGINEER'S [PRIOR WRITTEN] APPROVAL. 5. REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: A. SIZE AND LOCATION OF ALL DOOR OPENINGS, EXCEPT AS NOTED. B. SIZE AND LOCATION OF ALL INTERIOR NON-BEARING PARTITIONS. C. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 6 REFER TO MEP DRAWINGS FOR THE FOLLOWING: A. PIPE AND DUCT RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, EXCEPT AS SHOWN OR NOTED. B. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS, EXCEPT AS SHOWN OR NOTED.

REINFORCED CONCRETE

1. STRUCTURAL CONCRETE STRENGTHS AND TYPES USED IN THIS PROJECT SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: CALL OUT IN DOCUMENTS f'c (PSI) AGGREGATE STANDARD CONCRETE 5000 NORMAL WEIGHT 2. ALL CONCRETE MIXES SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE AND THE ACI 318. MIX DESIGNS FOR EACH TYPE AND STRENGTH SHALL BE PREPARED BY CM/GC AND TESTED BY AN INDEPENDENT TESTING LABORATORY. THE MIX DESIGNS SHALL THEN BE SUBMITTED TO THE FRA FOR REVIEW AND APPROVAL. 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. WHERE CONCRETE IS IN CONTACT WITH ROCK, THE TYPE OF EXPOSURE SHALL DETERMINE THE CEMENT TYPE. THE CONTRACT REQUIREMENT IS FOR ALL CONCRETE IN CONTACT WITH ROCK TO MEET: MODERATE SULFATE EXPOSURE TYPE II 4. NORMAL WEIGHT AGGREGATE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C33. 1. SUBGRAGE BELOW STRUCTURAL SLABS (INCLUDING MUD SLABS) SHALL CONSIST OF EITHER BLOWN ROCK OR COMPACTED FILL, MEETING THE FOLLOWING: A. BLOWN ROCK: SHALL CONSIST OF UNDISTURBED NATIVE ROCK WITH ALL LOOSE MATERIAL AND DEBRIS REMOVED SO THAT ONLY SOUND ROCK REMAINS. THE SURFACE SHALL BE SUITABLY CLEANED OF ANY FOREIGN SUBSTANCES RESULTING IN A CLEAN SURFACE SUITABLE TO RECEIVE CONCRETE OR ANY OTHER UNDERSLAB SYSTEM WHICH OCCUR. B. COMPACTED FILL: SHALL CONSIST OF COMPACTED FILL MATERIAL AND SPOILS IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS (SEE CIVIL DRAWINGS), BUILT UP TO AN ELEVATION SUITABLE TO RECEIVE THE CONCRETE SLAB AND ANY OTHER UNDERSLAB SYSTEMS WHICH OCCUR. 2. UNLESS NOTED OTHERWISE, SUBGRADE PREPARATION SHALL BE AS FOLLOWS: A. EXPERIMENT CAVERNS: BLOWN ROCK B. ALL OTHER LOCATIONS: COMPACTED FILL

SUBGRADE PREPARATION

6. THE PROJECTING CORNERS OF COLUMNS, BEAMS, WALLS, ETC. SHALL BE FORMED WITH 3/4 INCH CHAMFER, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. 7. CONSTRUCTION JOINTS SHALL BE DOWELLED, KEYED AND THE SURFACES SHALL BE CLEANED AND LAITANCE REMOVED. ALTERNATIVELY, WHERE APPROVED BY FRA, PROVIDE JOINTS CLEANED AND ROUGHENED TO 1/4 INCH AMPLITUDE BY MECHANICAL METHODS. 8. LOCATION OF CONSTRUCTION JOINTS SHALL BE AS INDICATED ON STRUCTURAL DRAWINGS. PROVIDE WATERSTOPS FOR ALL CONSTRUCTION JOINTS BELOW WATER TABLE OR AS INDICATED IN DETAILS. ADDITIONAL CONSTRUCTION JOINTS MAY BE ADDED ONLY WITH APPROVAL OF ARCHITECT AND FRA. 9. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60. UNLESS NOTED OTHERWISE. REINFORCING BARS, WHICH ARE TO BE WELDED, SHALL CONFORM TO APPLICABLE ASTM AND AWS SPECIFICATIONS. 11. ALL REINFORCING BARS MARKED "CONTINUOUS" SHALL BE TENSION SPLICED, UNLESS OTHERWISE SHOWN ON DRAWINGS. 12. ALL BARS AT NON-CONTINUOUS ENDS SHALL HAVE A STANDARD HOOK. 13. PROVIDE DEVELOPMENT AND SPLICES OF REINFORCEMENT ACCORDING TO THE TYPICAL DETAIL TABLES. 14. ALL DOWELS SHALL BE FULLY DEVELOPED IN TENSION, UNLESS OTHERWISE NOTED. 15. DOWEL TO WALLS AND COLUMNS SHALL MATCH THE CORRESPONDING REINFORCING OF THE WALL OR COLUMN. 16. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR ONE FULL MESH, WHICHEVER IS GREATER. 18. ALL REINFORCING STEEL SHALL BE SECURELY HELD IN ORDER TO MAINTAIN ITS POSITION WHILE CONCRETE IS POURED. CHAIRS, TIES, SPACERS, ADDITIONAL BARS AND STIRRUPS,

  • ETC. SHALL BE PROVIDED BY THE CM/GC.

19. CM/GC SHALL COORDINATE AND INSTALL ALL REQUIRED EMBEDDED ITEMS, SLEEVES, POCKETS, ETC. PRIOR TO CONCRETE PLACEMENT. REFER TO TYPICAL DETAILS OF PENETRATIONS FOR LIMITATIONS ON THEIR POSITIONING IN RESPECT TO REINFORCING. DO NOT CUT ANY REINFORCING THAT MIGHT INTERFERE WITH EMBEDDED ITEMS PLACEMENT. 20. MECHANICAL PIPES AND/OR ELECTRICAL CONDUITS SHALL NOT PASS THROUGH CONCRETE COLUMNS AND BEAMS, UNLESS SPECIFICALLY DETAILED ON DRAWINGS. 21. NO ALUMINUM SHALL BE EMBEDDED IN CONCRETE. 22. CM/GC SHALL NOTIFY FRA CONSTRUCTION COORDINATOR, 24 HOURS BEFORE POURING OF CONCRETE, FOR INSPECTION OF REINFORCEMENT LAYOUT. NO CONCRETE SHALL BE POURED UNLESS ALL REINFORCEMENT AND INSTALLATIONS HAVE BEEN INSPECTED AND APPROVED BY THE FRA CONSTRUCTION COORDINATOR. 23. CONCRETE CAST ON SLOPED SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND CONTINUE MONOLITHICALLY TOWARD THE HIGHER ELEVATION. 5. CONCRETE FORMS SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIED CAMBERS INDICATED ON THE STRUCTURAL DRAWINGS, AND SHALL COMPLY WITH REQUIREMENTS OF ACI 318. 17. POLYPROPYLENE MACROSYNTHETIC FIBER REINFORCING SHALL CONFORM TO ASTM C1116 (TYPE III). 10. REINFORCING BARS DENOTED AS "GFRP" SHALL BE SOLID ROUND GLASS FIBER REINFORCED POLYMER BARS CONFORMING TO ASTM D7957.

GENERAL

1. FOR CLARITY THE PREFIX SHEET NUMBER "UG-FD-" HAS BEEN REMOVED FROM ALL SECTION AND CALLOUT SYMBOLS. ALL SECTIONS AND CALLOUTS IN THIS PACKAGE REFER TO THE "UG-FD-SS-XXXX" SHEETS. 24. NO JOINTS IN SLAB. BRUSH-IN CEMENT AT APPROX 6-12 WEEKS AFTER CASTING PRIOR TO TRAFFICKING. 2. ALL TOP OF SLAB ELEVATIONS ARE RELATIVE TO 4850 LEVEL AND ARE INDICATED AS: T/SL = XXX' - XX X/X"

EXPANSION ANCHORS AND ADHESIVE ANCHORS

1. ALL EXPANSION ANCHOR AND ADHESIVE ANCHOR PRODUCTS SHALL BE SUBMITTED FOR REVIEW PRIOR TO USE. SUBMITTALS SHALL CONTAIN APPLICABLE PRODUCT LITERATURE AND AN ICC-ES EVALUATION REPORT. 2. ALL EXPANSION ANCHORS AND ADHESIVE ANCHORS INSTALLED BE IN ACCORDANCE WITH THE MANUFACTURER REQUIREMENTS. SPECIAL INSPECTION AS STIPULATED IN THE APPLICABLE ICC-ES REPORT AND IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 3. EPOXY ANCHORS INSTALLED HORIZONTALLY OR AT AN UPWARDLY INCLINED ANGLE (INCLUDING VERTICAL) SHALL BE INSTALLED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM, SUCH AS THE ACI/CRSI ADHESIVE INSTALLER CERTIFICATION PROGRAM, OR AN APPROVED EQUIVALENT, AND SHALL HAVE CONTINUOUS SPECIAL INSPECTION.

STRUCTURAL STEEL

1. ALL STEEL MEMBERS SHALL BE HOT-DIP GALVANIZED ACCORDING TO ASTM A123. 2. STRUCTURAL STEEL SHALL BE PROVIDED AS FOLLOWS: SHAPE ASTM STANDARD Fy (KSI) WIDE FLANGES A992 50 CHANNELS A36 36 HSS (RECTANGULAR AND SQUARE) A500 GRADE C 46 HSS (ROUND) A500 GRADE C 46 PIPES A53 GRADE B 35 ANGLES A36 36 PLATES A36 36 TEES A992 50 Fy IS THE MINIMUM TENSILE YIELDING STRESS TO BE PROVIDED UNLESS OTHERWISE NOTED. 3. ALL BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS CONFORMING TO ASTM A325 OR ASTM A490. ALL CONNECTIONS SHALL BE TYPE N UNLESS OTHERWISE NOTED ON DRAWINGS. FASTENERS AND CONNECTING PARTS SHALL BE HOT-DIP GALVANIZED ACCORDING TO ASTM A153. BOLTS DENOTED AS A325-SC OR A490-SC SHALL BE SLIP CRITICAL. 4. NUTS SHALL CONFORM TO ASTM A563, DH OR ASTM A194, 2H. PROVIDE WASHERS CONFORMING TO ASTM F436 AT EACH THREADED ROD OR BOLT. NUTS AND WASHERS SHALL BE HOT-DIP GALVANIZED ACCORDING TO ASTM A153. 5. BOLT HOLES IN STEEL MEMBERS, WITH THE EXCEPTION OF BASE PLATES, SHALL BE 1/16 INCH LARGER IN DIAMETER THAN THE NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE ON DRAWINGS. 6. BOLT HOLES IN STEEL BASE PLATES SHALL BE OF THE SIZE MARKED ON DRAWINGS. PROVIDE WELDED PLATE WASHERS 3"x 3"x 3/8" THICK MINIMUM. 7. ANCHOR BOLTS SHALL BE ROUND BAR STOCK, THREADED, CONFORMING TO ASTM F1554, GRADE 36 UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL BE SUPPLIED WITH CORRESPONDING NUTS AND WASHERS. ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED. 8. STRUCTURAL THREADED RODS SHALL HAVE THREADS CONFORMING TO UNC CLASS 2A (EXTERIOR THREADS) AND 2B (INTERNAL THREADS). THREADED RODS SHALL BE HOT-DIP GALVANIZED. 9. WELDING MATERIALS SHALL CONFORM TO AWS D1.1. ELECTRODES SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 KSI AND BE LOW-HYDROGEN TYPE. 10. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTHS REQUIRED. 11. AT PARTIAL PENETRATION WELDS THE SIZE GIVEN IS THE MINIMUM EFFECTIVE THROAT. FABRICATOR SHALL PROVIDE PROPER JOINT PREPARATION TO ACHIEVE THE MINIMUM EFFECTIVE THROAT AS REQUIRED BY THE AWS CODE. 12. SPLICES SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF THE MEMBER AT THE POINT OF SPLICE. SPLICES SHALL BE MADE ONLY AT LOCATIONS INDICATED ON DRAWINGS. FULL DETAIL AND BACK-UP CALCULATIONS OF SPLICES REQUIRE REVIEW AND APPROVAL BY THE ENGINEER. 13. SHAPE AND SIZE GUSSET PLATES IN SUCH A MANNER AS TO CLEAR ALL ARCHITECTURAL FINISHES AND MECHANICAL FIXTURES (DUCTS, PIPES, ETC.). SUBMIT THE CONFIGURATION OF ALL GUSSET PLATES EXPOSED TO VIEW TO ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL. 14. CM/GC SHALL PROVIDE ALL NECESSARY TEMPORARY BRACING, GUYING AND CONNECTING MEMBERS REQUIRED TO ERECT THE STRUCTURE, MAINTAIN CORRECT ALIGNMENT AND SAFELY RESIST ALL POSSIBLE COMBINATIONS OF DEAD, CONSTRUCTION, ERECTION, WIND AND OTHER LATERAL LOADS. 15. REFER TO SPECIFICATIONS FOR STEELWORK PROTECTION AND COATINGS.

STEEL FRAMING NOTES

1. STEEL MEMBERS ARE ASSUMED TO BE DIMENSIONED TO THEIR CENTERLINE UNLESS OTHERWISE INDICATED. STEEL COLUMNS ARE ASSUMED TO BE PLUMB AND STEEL BEAMS ARE ASSUMED TO BE LEVEL UNLESS OTHERWISE INDICATED. 2. STEEL MEMBERS NOT LOCATED IN PLAN BY A DIMENSION LINE SHALL BE EQUALLY SPACED BETWEEN DIMENSIONED MEMBERS. 16. CLEAN AREAS IN ALL LOCATIONS WHERE GALVANIZING IS DAMAGED OR MISSING AND REPAIR GALVANIZING TO COMPLY WITH ASTM A780/A780M. GALVANIZING TO BE REPAIRED AT ALL LOCATIONS WHERE FIELD WELDING IS REQUIRED.

STRUCTURAL STEEL CONNECTIONS

1. ALL FASTENERS AND CONNECTING PARTS SHALL BE HOT-DIP GALVANIZED ACCORDING TO ASTM A153, EXCEPT A490 BOLTS, WHICH SHALL HAVE A ZINC/ALUMINUM CORROSION PROTECTIVE COATING IN ACCORDANCE WITH F 1136 GRADE 3. 2. CM/GC SHALL PROVIDE THE DETAILING FOR ALL STRUCTURAL STEEL CONNECTIONS NOT COMPLETELY DEFINED IN THE DRAWINGS. CM/GC SHALL RETAIN A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF SOUTH DAKOTA TO DETAIL SUCH CONNECTIONS. 3. REFER TO STEEL CONNECTION TYPICAL DETAILS FOR STEEL CONNECTION REQUIREMENTS, MINIMUM REACTIONS AND ADDITIONAL INFORMATION.

SHOTCRETE, GROUT, AND ROCK BOLTS

1. REFER TO C-002, CIVIL GENERAL NOTES, FOR SHOTCRETE, GROUT, AND ROCK REINFORCEMENT.

MISCELLANEOUS METALS

1. ALL STEEL AND METAL ITEMS AND ELEMENTS NOT SHOWN ON STRUCTURAL DRAWINGS SHALL BE DEFINED AS MISCELLANEOUS METALS. 2. FOR SCOPE OF WORK RELATED TO ALL MISCELLAEOUS METALS, THE REQUIREMENTS OF SPECIFICATION SECTION 05500 APPLY.

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:33:31 PM

3

15-1-6 UG-FD-SS-010

UNDERGROUND

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

STRUCTURAL GENERAL NOTES

N.T.S.

1 07/27/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-7
SLIDE 7

+ 2 9 . 7 6 + . 4+00.00 3+50.00 3+00.00 4+13.12 1+41.70 2+50.00 2+00.00 1+50.00 1+00.00 2+98.77 1+00.00 0+50.00 0+00.00 1+31.29 2+50.00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 0+50.00 0+00.00 + 9 7 . 8 1+00.00 + 5 . 0+00.00 3+00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 1+42.20

  • 4600
  • 4600
  • 4800
  • 4800

2400 2400 2600 2600 2800 2800

1

SS-801

MATCHLINE UG-FD- SS-101C MATCHLINE UG-FD- SS-101E

2

SS-431

(6.02m) 19' - 9 1/8" (6.02m) 19' - 9 1/8"

CAVERN

MATCHLINE UG-FD- SS-101A

SS-401

1

SS-401

2

0'-6" (0.15m) SLAB

3

SS-811 BEARING PAD TYP (96) LOC EXIST DRIFT, TYP SEAL CONCRETE FLOOR AND SHOTCRETE WALLS WITH ANTI-DUSTING SEALANT AT MID-CHAMBER

(1.60m) TYP 5' - 3" (3.55m) 11' - 7 7/8" (65.80m) 215' - 10 3/8" (1.60m) TYP 5' - 3" (1.60m) TYP 5' - 3" (1.60m) TYP 5' - 3" (9.45m) 31' - 0" (9.45m) 31' - 0"

0'-7" (0.18m) SLAB BOTTOM OF SLAB SLOPED 0'-8" (0.20m) SLAB 0'-9" (0.23m) SLAB BOTTOM OF SLAB SLOPED

1

SS-811 T/SL = -56' - 11 3/8" T/SL = -56' - 11 3/8"

(0.30m) 0' - 11 7/8"

4

SS-811

2

SS-811

1

SS-811

2

SS-811

(2.50m) 8' - 2 3/8" (0.17m) 0' - 6 7/8"

CJ

(0.17m) 0' - 6 7/8"

CJ

SS-850

1 5

SS-811

6

SS-811

5

SS-811

6

SS-811 DRAINAGE CHANNEL TYP 4850-33 NORTH CAVERN 4850-02 SOUTH DRIFT 2 4850-11 NORTH CAVERN WEST DETECTOR ENTRANCE 4850-10 NORTH CAVERN WEST DETECTOR ACCESS DRIFT 4850-84 4850-09 WEST ACCESS DRIFT 4850-72 4850-90 MAINTENANCE SHOP 4850-15 NORTH CAVERN CENTER ACCESS DRIFT 4850-73

(6.40m) 21' - 0" (6.40m) 21' - 0"

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:33:42 PM

3

15-1-6 UG-FD-SS-101B

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4910 LEVEL SLAB PLAN PORTION B

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 07/27/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-8
SLIDE 8

4+94.55 4+50.00 4+00.00 3+50.00 3+00.00 2+50.00 1+50.00 1+00.00 0+50.00 0+00.00 0+50.00 0+69.22 6+50.00 6+00.00 5+50.00 5+00.00 4+50.00 4+00.00 3+50.00 3+00.00 6+69.34 2+00.00 0+00.00

  • 4600
  • 4600
  • 4800
  • 4800

3000 3000 3200 3200

1

SS-801

MATCHLINE UG-FD- SS-101F

PL 3/8 x 6 x 6' - 6" @ 6' - 6" OC ALONG ENTIRE LENGTH OF CAVERN WALL

1

SS-431

MATCHLINE UG-FD- SS-101B

BEARING PAD TYP (96) LOC EDGE OF SLAB EXIST DRIFT, TYP

(9.45m) 31' - 0" (9.45m) 31' - 0" (1.60m) TYP 5' - 3" (1.60m) TYP 5' - 3" (1.60m) TYP 5' - 3" (1.60m) TYP 5' - 3"

0'-6" (0.15m) SLAB 0'-7" (0.18m) SLAB BOTTOM OF SLAB SLOPED

3

SS-811

1

SS-811 T/SL = -56' - 11 3/8"

(2.50m) 8' - 2 3/8"

2

SS-811

4

SS-811

1

SS-811

2

SS-811

(65.80m) 215' - 10 3/8" (3.55m) 11' - 7 7/8"

DRAINAGE CHANNEL TYP HOUSEKEEPING PAD REFER TO 1/U1-FD-SS-701 4850-33 NORTH CAVERN 4850-21A NORTH CAVERN EAST DETECTOR ENTRANCE 4850-02 SOUTH DRIFT 2 4850-42 GENERATOR ROOM 4850-75 4850-18 EAST ACCESS DRIFT 4850-76 4850-21 NORTH CAVERN EAST DETECTOR ACCESS DRIFT 4850-18 EAST ACCESS DRIFT

(6.40m) 21' - 0" (6.40m) 21' - 0"

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

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3

15-1-6 UG-FD-SS-101C

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4910 LEVEL SLAB PLAN PORTION C

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 07/27/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-9
SLIDE 9

1+00. 1+50.00 1+00.00 + 5 . + . 1 + . + 5 . 1+47.57 3+00.00 2+50.00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00

  • 4800
  • 4800
  • 5000
  • 5000

2400 2400 2600 2600 2800 2800 ZA ZE

MATCHLINE UG-FD- SS-101D MATCHLINE UG-FD- SS-101F MATCHLINE UG-FD- SS-101B MATCHLINE UG-FD- SS-101G

LEAVE OUT FOR MEZZ COL, SEE

5

SS-810

5

SS-810 0'-6" (0.15m) SOG 0'-6" (0.15m) SLAB OVER 0'-3" (0.08m) MUD SLAB

4

SS-810

4

SS-810

4

SS-810

Z1 Z11 Z2 Z3 Z4 Z5 Z6 Z7 Z8 Z9 Z10 ZB

T/SL = +1' - 3 1/4" T/SL = +1' - 3 1/4" 2/U1-FD-SS-704

(9.09m) 29' - 9 7/8" (4.70m) 15' - 5 1/8" (2.71m) 8' - 10 3/4" (5.51m) 18' - 0 3/4" (6.10m) 20' - 0 1/8" (5.64m) 18' - 6 1/8" (4.59m) 15' - 0 5/8" (4.59m) 15' - 0 5/8" (4.59m) 15' - 0 5/8" (4.59m) 15' - 0 5/8" (4.59m) 15' - 0 5/8" (4.93m) 16' - 1 7/8" (15.29m) 50' - 1 7/8" (1.57m) 5' - 2"

DRAINAGE CHANNEL TYP SEE , REINFORCED CONCRETE NOTE 27. 2/UG-FD-SS-010 4850-17 SOUTH CAVERN CENTER ACCESS DRIFT 4850-16 CENTER CAVERN CENTER ACCESS DRIFT 4850-12 CUC ACCESS DRIFT-WEST 4850-13 SOUTH CAVERN WEST DETECTOR ACCESS DRIFT 4850-79 4850-36 CENTRAL UTILITY CAVERN (CUC)

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

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2/8/2019 6:33:50 PM

3

15-1-6 UG-FD-SS-101E

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4850 LEVEL SLAB PLAN PORTION E

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 07/27/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-10
SLIDE 10

2 + . 5 . 2+88.39 3+00.00 2+50.00 3+12.65 6+00.00 5+50.00 5+00.00 4+50.00 4+00.00 3+50.00 6+24.02 + . 0+63.20 0+00.00 0+48.03 1 + + 5 . + .

  • 4800
  • 4800
  • 5000
  • 5000

2800 2800 3000 3000 3200 3200

MATCHLINE UG-FD- SS-101E MATCHLINE UG-FD- SS-101J MATCHLINE UG-FD- SS-101J MATCHLINE UG-FD- SS-101C

5

SS-810

5

SS-810

5

SS-810

MATCHLINE UG-FD- SS-101H

DRAINAGE CHANNEL TYP 6" (150 mm) SOG T/SL = +1' - 3 1/4" SEE , REINFORCED CONCRETE NOTE 27. 2/UG-FD-SS-010 4850-77 4850-20 SOUTH CAVERN EAST DETECTOR ACCESS DRIFT 4850-36 CENTRAL UTILITY CAVERN (CUC) 4850-22 CUC ACCESS DRIFT-EAST

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:33:53 PM

3

15-1-6 UG-FD-SS-101F

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4910 LEVEL SLAB PLAN PORTION F

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 07/27/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-11
SLIDE 11

3+00.00 2+50.00 2+00.00 1 + 2 5 . 1 6 1 + . 2+50.00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 3+48.98

  • 5000
  • 5000
  • 5200
  • 5200

2400 2400 2600 2600 2800 2800

MATCHLINE UG-FD- SS-101H

1

SS-431 CAVERN

MATCHLINE UG-FD- SS-101E

SS-401

2

SS-401

3 3

SS-811 FOUNDATION FOR STAIR TO BE INCLUDED AT 90% SEAL CONCRETE FLOOR AND SHOTCRETE WALLS WITH ANTI- DUSTING SEALANT AT MID-CHAMBER

(1.60m) TYP 5' - 3" (65.80m) 215' - 10 3/8" (1.60m) TYP 5' - 3" (1.60m) TYP 5' - 3" (1.60m) TYP 5' - 3" (9.45m) 31' - 0" (9.45m) 31' - 0" (6.02m) 19' - 9 1/8" (6.02m) 19' - 9 1/8"

1

SS-811

4

SS-811 0'-6" (0.15m) SLAB 0'-7" (0.18m) SLAB BOTTOM OF SLAB SLOPED T/SL = -56' - 11 3/8" 0'-8" (0.20m) SLAB 0'-9" (0.23m) SLAB BOTTOM OF SLAB SLOPED T/SL = -56' - 11 3/8"

(2.50m) 8' - 2 3/8"

2

SS-811

1

SS-811

2

SS-811 BEARING PAD TYP (96) LOC

(0.17m) 0' - 6 7/8"

CJ CJ

(0.17m) 0' - 6 7/8" SS-850

1

OPP

6

SS-811

5

SS-811

6

SS-811

5

SS-811 DRAINAGE CHANNEL TYP 4850-37 SOUTH CAVERN 4850-13 SOUTH CAVERN WEST DETECTOR ACCESS DRIFT 4850-14 SOUTH CAVERN WEST DETECTOR ENTRANCE

(6.40m) 21' - 0" (6.40m) 21' - 0"

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:33:56 PM

3

15-1-6 UG-FD-SS-101G

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4910 LEVEL SLAB PLAN PORTION G

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 07/27/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

slide-12
SLIDE 12

4+50.00 4+00.00 3+50.00 3+00.00 2+50.00 4+94.55 1 + 5 . 1+00.00 + 5 . 0+63.20 1 + + 5 . 0+00.00

  • 5200
  • 5200

2800 2800 3000 3000 3200 3200

MATCHLINE UG-FD- SS-101J

2

SS-431

MATCHLINE UG-FD- SS-101F

3

SS-811 BEARING PAD TYP (96) LOC

MATCHLINE UG-FD- SS-101G

(65.80m) 215' - 10 3/8" (3.55m) 11' - 7 7/8" (9.45m) 31' - 0" (9.45m) 31' - 0" (1.60m) TYP 5' - 3" (1.60m) TYP 5' - 3" (1.60m) TYP 5' - 3" (1.60m) TYP 5' - 3"

1

SS-811

4

SS-810 0'-6" (0.15m) SLAB 0'-7" (0.18m) SLAB BOTTOM OF SLAB SLOPED T/SL = -56' - 11 3/8"

(2.50m) 8' - 2 3/8"

2

SS-811

1

SS-811

2

SS-811 DRAINAGE CHANNEL TYP 4850-20 SOUTH CAVERN EAST DETECTOR ACCESS DRIFT 4850-20A SOUTH CAVERN EAST DETECTOR ENTRANCE 4850-37 SOUTH CAVERN

(6.40m) 21' - 0" (6.40m) 21' - 0"

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:33:58 PM

2

15-1-6 UG-FD-SS-101H

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4850 LEVEL SLAB PLAN PORTION H

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 11/02/18 60% FD SUBMISSION 2 02/08/19 90% FD SUBMISSION

slide-13
SLIDE 13

+ 2 9 . 7 6 + . 4+00.00 3+50.00 3+00.00 4+13.12 1+41.70 2+50.00 2+00.00 1+50.00 1+00.00 2+98.77 1+00.00 0+50.00 0+00.00 1+31.29 2+50.00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 0+50.00 0+00.00 + 9 7 . 8 1+00.00 + 5 . 0+00.00 3+00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 1+42.20

  • 4600
  • 4600
  • 4800
  • 4800

2400 2400 2600 2600 2800 2800

MATCHLINE UG-FD- xSS-201A MATCHLINE UG-FD- SS-201C MATCHLINE UG-FD- xSS-201E

1

SS-801 BU18.5-1 MONORAIL CRANE

  • BEAM. SEE .

2

SS-431 MEZZ HANGER ATTACHMENT AND WALL FLOOR SUPPORT, SEE AND , TYP (13) LOC, SEE CIVIL DRAWINGS FOR LOCATIONS 1/UG-FD-SS-803 EXIST DRIFT, TYP MONORAIL SUPPORT HANGER (TYP)

(13.43m) 44' - 0 5/8" (2.90m) 9' - 6" (4.57m) TYPICAL 15' - 0" (7.18m) 23' - 6 1/2" (4.57m) 15' - 0" (4.57m) TYPICAL 15' - 0" (4.57m) 15' - 0" (13.43m) 44' - 0 5/8" (2.90m) 9' - 6" (4.57m) TYPICAL 15' - 0" (8.92m) 29' - 3 1/8" (8.92m) 29' - 3 1/8"

2/UG-FD-SS-802 A/UG-FD-SS-803 UTILITY SUPPORT PL 0'-0 3/8" x 0'- 6" x 6'- 6", (0.001 x 0.152 x 1.981m) SEE UG-FD-SS-431, FOR SPACING ALONG ENTIRE LENGTH OF CAVERN WALL 4850-33 NORTH CAVERN 4850-02 SOUTH DRIFT 2 4850-11 NORTH CAVERN WEST DETECTOR ENTRANCE 4850-10 NORTH CAVERN WEST DETECTOR ACCESS DRIFT 4850-84 4850-09 WEST ACCESS DRIFT 4850-72 4850-90 MAINTENANCE SHOP 4850-15 NORTH CAVERN CENTER ACCESS DRIFT 4850-73 NOTES:

  • 1. FOR EXPERIMENT CAVERN LIFTING EYES, SEE

SEE CIVIL DRAWINGS FOR LIFTING EYE LOCATIONS. 2/UG-FD-SS-803

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:03 PM

2

15-1-6 UG-FD-SS-201B

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4850 LEVEL PLAN PORTION B

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 11/02/18 60% FD SUBMISSION 2 02/08/19 90% FD SUBMISSION

slide-14
SLIDE 14

4+94.55 4+50.00 4+00.00 3+50.00 3+00.00 2+50.00 1+50.00 1+00.00 0+50.00 0+00.00 0+50.00 0+69.22 6+50.00 6+00.00 5+50.00 5+00.00 4+50.00 4+00.00 3+50.00 3+00.00 6+69.34 2+00.00 0+00.00

  • 4600
  • 4600
  • 4800
  • 4800

3000 3000 3200 3200

3

SS-801

MATCHLINE UG-FD- SS-201B MATCHLINE UG-FD- xSS-201F

UTILITY SUPPORT PL 0'-0 3/8" x 0'- 6" x 6'- 6", (0.001 x 0.152 x 1.981m) SEE UG-FD-SS-431, FOR SPACING ALONG ENTIRE LENGTH OF CAVERN WALL

1

SS-801

1

SS-431 EXIST DRIFT, TYP

(4.57m) TYPICAL 15' - 0" (4.57m) TYPICAL 15' - 0" (4.57m) TYPICAL 15' - 0" (8.920m) 29' - 3 1/8" (8.92m) 29' - 3 1/8" (0.98m) 3' - 2 3/8"

MEZZ HANGER ATTACHMENT AND WALL FLOOR SUPPORT, SEE AND , TYP (13) LOC, SEE CIVIL DRAWINGS FOR LOCATIONS 1/UG-FD-SS-803 A/UG-FD-SS-803 BU18.5-1 MONORAIL CRANE

  • BEAM. SEE .

MONORAIL SUPPORT HANGER (TYP) 2/UG-FD-SS-802 4850-33 NORTH CAVERN 4850-21A NORTH CAVERN EAST DETECTOR ENTRANCE 4850-02 SOUTH DRIFT 2 4850-42 GENERATOR ROOM 4850-75 4850-18 EAST ACCESS DRIFT 4850-76 4850-21 NORTH CAVERN EAST DETECTOR ACCESS DRIFT 4850-18 EAST ACCESS DRIFT NOTES:

  • 1. FOR EXPERIMENT CAVERN LIFTING EYES, SEE

SEE CIVIL DRAWINGS FOR LIFTING EYE LOCATIONS. 2/UG-FD-SS-803

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:06 PM

2

15-1-6 UG-FD-SS-201C

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4850 LEVEL PLAN PORTION C

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 11/02/18 60% FD SUBMISSION 2 02/08/19 90% FD SUBMISSION

slide-15
SLIDE 15

3+00.00 2+50.00 2+00.00 1 + 2 5 . 1 6 1 + . 2+50.00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 3+48.98

  • 5000
  • 5000
  • 5200
  • 5200

2400 2400 2600 2600 2800 2800

MATCHLINE UG-FD- SS-201H

1

SS-801

MATCHLINE UG-FD- xSS-201E

1

SS-431

(15.49m) 50' - 9 3/4" (2.90m) 9' - 6" (4.57m) TYPICAL 15' - 0" (9.24m) 30' - 3 5/8" (4.57m) 15' - 0" (4.57m) TYPICAL 15' - 0" (15.49m) 50' - 9 3/4" (2.90m) 9' - 6" (4.57m) TYPICAL 15' - 0" (8.92m) 29' - 3 1/8" (8.92m) 29' - 3 1/8"

MEZZ HANGER ATTACHMENT AND WALL FLOOR SUPPORT, SEE AND , TYP (13) LOC, SEE CIVIL DRAWINGS FOR LOCATIONS 1/UG-FD-SS-803 A/UG-FD-SS-803 BU18.5-1 MONORAIL CRANE

  • BEAM. SEE .

MONORAIL SUPPORT HANGER (TYP) 2/UG-FD-SS-802 UTILITY SUPPORT PL 0'-0 3/8" x 0'- 6" x 6'- 6", (0.001 x 0.152 x 1.981m) SEE UG-FD-SS-431, FOR SPACING ALONG ENTIRE LENGTH OF CAVERN WALL 4850-37 SOUTH CAVERN 4850-13 SOUTH CAVERN WEST DETECTOR ACCESS DRIFT 4850-14 SOUTH CAVERN WEST DETECTOR ENTRANCE

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:08 PM

2

15-1-6 UG-FD-SS-201G

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4850 LEVEL PLAN PORTION G

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 11/02/18 60% FD SUBMISSION 2 02/08/19 90% FD SUBMISSION

slide-16
SLIDE 16

4+50.00 4+00.00 3+50.00 3+00.00 2+50.00 4+94.55 1 + 5 . 1+00.00 + 5 . 0+63.20 1 + + 5 . 0+00.00

  • 5200
  • 5200

2800 2800 3000 3000 3200 3200

MATCHLINE UG-FD- xSS-201J

1

SS-801

MATCHLINE UG-FD- xSS-201F

2

SS-431

MATCHLINE UG-FD- SS-201G

(4.57m) TYPICAL 15' - 0" (4.57m) TYPICAL 15' - 0" (4.57m) TYPICAL 15' - 0" (8.92m) 29' - 3 1/8" (8.92m) 29' - 3 1/8"

MEZZ HANGER ATTACHMENT AND WALL FLOOR SUPPORT, SEE AND , TYP (13) LOC, SEE CIVIL DRAWINGS FOR LOCATIONS 1/UG-FD-SS-803 A/UG-FD-SS-803 MONORAIL CRANE BEAM, BU18.5-1. SEE . MONORAIL SUPPORT HANGER (TYP) 2/UG-FD-SS-802 UTILITY SUPPORT PL 0'-0 3/8" x 0'- 6" x 6'- 6", (0.001 x 0.152 x 1.981m) SEE UG-FD-SS-431, FOR SPACING ALONG ENTIRE LENGTH OF CAVERN WALL 4850-20 SOUTH CAVERN EAST DETECTOR ACCESS DRIFT 4850-20A SOUTH CAVERN EAST DETECTOR ENTRANCE 4850-37 SOUTH CAVERN

(0.98m) 3' - 2 3/4"

NOTES:

  • 1. FOR EXPERIMENT CAVERN LIFTING EYES, SEE

SEE CIVIL DRAWINGS FOR LIFTING EYE LOCATIONS. 2/UG-FD-SS-803

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:10 PM

2

15-1-6 UG-FD-SS-201H

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4850 LEVEL PLAN PORTION H

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 11/02/18 60% FD SUBMISSION 2 02/08/19 90% FD SUBMISSION

slide-17
SLIDE 17

+ 2 9 . 7 6 + . 4+00.00 3+50.00 3+00.00 4+13.12 1+41.70 2+50.00 2+00.00 1+50.00 1+00.00 2+98.77 1+00.00 0+50.00 0+00.00 1+31.29 2+50.00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 0+50.00 0+00.00 + 9 7 . 8 1+00.00 + 5 . 0+00.00 3+00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 1+42.20

  • 4600
  • 4600
  • 4800
  • 4800

2400 2400 2600 2600 2800 2800

MATCHLINE UG-FD- SS-301C MATCHLINE UG-FD- SS-301E

4850-33 NORTH CAVERN 4850-02 SOUTH DRIFT 2 4850-11 NORTH CAVERN WEST DETECTOR ENTRANCE 4850-10 NORTH CAVERN WEST DETECTOR ACCESS DRIFT 4850-84 4850-09 WEST ACCESS DRIFT 4850-72 4850-90 MAINTENANCE SHOP 4850-15 NORTH CAVERN CENTER ACCESS DRIFT 4850-73 CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ

(3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (4.80m) 15' - 9" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (9.32m) 30' - 7" (1.95m) 6' - 4 3/4" (1.95m) 6' - 4 3/4" (3.20m) 10' - 6" (2.40m) 7' - 10 1/2" (2.40m) 7' - 10 1/2" (3.20m) 10' - 6" (3.96m) 12' - 11 7/8" (1.98m) 6' - 6" (1.98m) 6' - 6" (3.96m) 12' - 11 7/8"

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:35 PM

1

15-1-6 UG-FD-SS-301B

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4850 LEVEL SLAB JOINT PLAN PORTION B

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 02/08/19 90% FD SUBMISSION

slide-18
SLIDE 18

4+94.55 4+50.00 4+00.00 3+50.00 3+00.00 2+50.00 1+50.00 1+00.00 0+50.00 0+00.00 0+50.00 0+69.22 6+50.00 6+00.00 5+50.00 5+00.00 4+50.00 4+00.00 3+50.00 3+00.00 6+69.34 2+00.00 0+00.00

  • 4600
  • 4600
  • 4800
  • 4800

3000 3000 3200 3200

MATCHLINE UG-FD- SS-301B MATCHLINE UG-FD- xSS-301F

4850-33 NORTH CAVERN 4850-02 SOUTH DRIFT 2 4850-42 GENERATOR ROOM 4850-75 4850-18 EAST ACCESS DRIFT 4850-76 4850-21 NORTH CAVERN EAST DETECTOR ACCESS DRIFT 4850-18 EAST ACCESS DRIFT CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ

(3.20m) 10' - 6" (2.40m) 7' - 10 1/2" (2.40m) 7' - 10 1/2" (3.20m) 10' - 6" (6.85m) 22' - 5 5/8" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (4.80m) 15' - 9" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6"

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:38 PM

1

15-1-6 UG-FD-SS-301C

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4850 LEVEL SLAB JOINT PLAN PORTION C

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 02/08/19 90% FD SUBMISSION

slide-19
SLIDE 19

3+00.00 2+50.00 2+00.00 1 + 2 5 . 1 6 1 + . 2+50.00 2+00.00 1+50.00 1+00.00 0+50.00 0+00.00 3+48.98

  • 5000
  • 5000
  • 5200
  • 5200

2400 2400 2600 2600 2800 2800

MATCHLINE UG-FD- SS-301H MATCHLINE UG-FD- SS-301E

4850-37 SOUTH CAVERN 4850-13 SOUTH CAVERN WEST DETECTOR ACCESS DRIFT 4850-14 SOUTH CAVERN WEST DETECTOR ENTRANCE

(3.96m) 12' - 11 7/8" (1.98m) 6' - 6" (1.98m) 6' - 6" (3.96m) 12' - 11 7/8" (1.95m) 6' - 4 3/4" (1.95m) 6' - 4 3/4" (66.40m) 217' - 10 1/8" (4.30m) 14' - 1 1/4" (3.20m) 10' - 6" (2.40m) 7' - 10 1/2" (2.40m) 7' - 10 1/2" (3.20m) 10' - 6" (4.30m) 14' - 1 1/4" (9.32m) 30' - 7" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (4.80m) 15' - 9" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6"

CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:44 PM

1

15-1-6 UG-FD-SS-301G

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4850 LEVEL SLAB JOINT PLAN PORTION G

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 02/08/19 90% FD SUBMISSION

slide-20
SLIDE 20

4+50.00 4+00.00 3+50.00 3+00.00 2+50.00 4+94.55 1 + 5 . 1+00.00 + 5 . 0+63.20 1 + + 5 . 0+00.00

  • 5200
  • 5200

2800 2800 3000 3000 3200 3200

MATCHLINE UG-FD- SS-301G MATCHLINE UG-FD- xSS-301F

4850-20 SOUTH CAVERN EAST DETECTOR ACCESS DRIFT 4850-20A SOUTH CAVERN EAST DETECTOR ENTRANCE 4850-37 SOUTH CAVERN CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ

(6.85m) 22' - 5 5/8" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (4.80m) 15' - 9" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (3.20m) 10' - 6" (2.40m) 7' - 10 1/2" (2.40m) 7' - 10 1/2" (3.20m) 10' - 6"

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:42 PM

1

15-1-6 UG-FD-SS-301H

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

4850 LEVEL SLAB JOINT PLAN PORTION H

SC SCAL ALE FEET 32 16 16 1/16" = 1'-0"

PROJECT NORTH E S W

1 02/08/19 90% FD SUBMISSION

slide-21
SLIDE 21

1

SS-810 ABUTMENT EXTENTS

(0.406m) 1' - 4" (5.00m) 16' - 4 7/8"

BRIDGE GIRDER (NOT IN CONTRACT) "E" LINE

(0.100m) SHOTCRETE 0' - 4"

'A' LINE

(0.406m) 1' - 4"

ABUTMENT EXTENTS

1

SS-810

(5.000m) 16' - 4 7/8"

BRIDGE GIRDER (NOT IN CONTRACT) "E" LINE

(0.102m) SHOTCRETE 0' - 4"

'A' LINE

(0.406m) 1' - 4"

2

SS-810

(5.000m) 16' - 4 7/8"

ABUTMENT EXTENTS BRIDGE GIRDER (NOT IN CONTRACT) "E" LINE

(0.100m) SHOTCRETE 0' - 4"

'A' LINE

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:19 PM

2

15-1-6 UG-FD-SS-401

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

STRUCTURAL PART PLANS BRIDGE ABUTMENT

SCALE: 3/16" = 1'-0"

1 PARTIAL PLAN

SCALE: 3/16" = 1'-0"

2 PARTIAL PLAN

SCALE: 3/16" = 1'-0"

3 PARTIAL PLAN

1 11/02/18 60% FD SUBMISSION 2 02/08/19 90% FD SUBMISSION 4 3/ 3/16 16"=1 =1'- '-0" 0" 12 12 SC SCAL ALE FEET 8 4 2

PROJECT NORTH E S W

SCALE:

4 NORTHCAVERN/SOUTH WALL AND SOUTH CAVERN/NORTH WALL ABUTMENT

SCALE:

5 NORTH CAVERN/NORTH WALL ABUTMENT

SCALE:

6 SOUTH CAVERN/SOUTH WALL ABUTMENT

slide-22
SLIDE 22
  • EL. LEVEL 4850

SETTING OUT POINT OF STEEL CONNECTION PL SET INTO CAVERN WALL TO ACCEPT MEZZ (TYP)

SS-803

3

(2.58m) 8' - 5 3/4" (11.54m) 37' - 10 1/4" (5.00m) 16' - 4 7/8" - TYPICAL (4.13m) 13' - 6 1/2" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.92m) 6' - 3 5/8" (1.13m) 3' - 8 3/8" (1.87m) 6' - 1 5/8" (2.00m) 6' - 6 3/4" (1.27m) 4' - 2 1/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (0.73m) 2' - 4 5/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.00m) 3' - 3 3/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.00m) 3' - 3 3/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.08m) 3' - 6 3/4" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.05m) 3' - 5 1/4" (2.00m) 6' - 6 3/4" (1.87m) 6' - 1 1/2" (1.18m) 3' - 10 1/2" (1.82m) 5' - 11 5/8" (2.00m) 6' - 6 3/4" (1.00m) 3' - 3 3/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.00m) 3' - 3 3/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.00m) 3' - 3 3/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.25m) 4' - 1 1/8" (2.08m) 6' - 9 3/4"

STEEL CONNECTION PL SEE (TYP). 2/U1-FD-SS-801 2/U1-FD-SS-801

  • EL. LEVEL 4850

SETTING OUT POINT OF STEEL CONNECTION PL SET INTO CAVERN WALL TO ACCEPT MEZZ (TYP) STEEL CONNECTION PL SEE (TYP).

SS-803

3

(5.00m) 16' - 4 7/8" - TYPICAL (11.54m) 37' - 10 1/4" (2.58m) 8' - 5 3/4" (2.00m) 6' - 6 3/4" (1.23m) 4' - 0 1/4" (2.00m) 6' - 6 3/4" (1.71m) 5' - 7 1/2" (1.28m) 4' - 2 5/8" (1.76m) 5' - 9 3/8" (2.00m) 6' - 6 3/4" (1.01m) 3' - 3 7/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.22m) 4' - 0 1/4" (2.00m) 6' - 6 3/4" (1.96m) 6' - 5" (1.04m) 3' - 5 1/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.00m) 3' - 3 3/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.00m) 3' - 3 3/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.00m) 3' - 3 3/8" (2.00m) 6' - 6 3/4" (2.15m) 7' - 0 5/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.72m) 5' - 7 1/2" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.14m) 3' - 8 3/4" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (1.00m) 3' - 3 3/8" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (2.00m) 6' - 6 3/4" (4.05m) 13' - 3 1/4"

2/U1-FD-SS-801

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:22 PM

2

15-1-6 UG-FD-SS-431

UNDERGROUND, STRUCTURAL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

STRUCTURAL SECTIONS SHEET 1 OF 1

SCALE: 1/8" = 1'-0"

1 LONGITUDINAL SECTION EXPERIMENT CAVERN

SCALE: 1/8" = 1'-0"

2 LONGITUDINAL SECTION EXPERIMENT CAVERN

1 11/02/18 60% FD SUBMISSION 2 02/08/19 90% FD SUBMISSION SC SCAL ALE FEET 16 8 8 1/8" = 1'-0"

slide-23
SLIDE 23

ROCK CHAMBER SPRING LINE MONORAIL CRANE SUPPORT BEAM 0'-4" (0.102m) SHOTCRETE GALV HSS6x6x1/2 GALV PL 1 x 8 x 1' - 0" (0.025m x 0.203m x 0.305m), Fy = 50 KSI

2' - 4" MIN

NOTES:

  • 1. SEE UG-FD-SS-200 SERIES FOR SUPPORT LOCATIONS.
  • 2. A, B AND C WORKPOINTS SET OUT THE SHOTCRETE

CLEARANCE LINE .

  • 3. REFER TO 3/UG-FD-SS-802 FOR ADDITIONAL MONORAIL BEAM

NOTES

A

SS-801 USE HIGH-BUILD EPOXY REPAIR

  • MORTAR. MIN STRENGTH 5000 PSI. TO

PROVIDE SMOOTH BEARING SURFACE (GRIND SMOOTH AS NECESSARY FOR FULL BEARING)

B

SS-801 PROVIDE 3' - 0" x 3' - 0" (0.914m x 0.914m) NOTCH OUT OF ROCK CENTERED ON MONORAIL BEAM SUPPORT. CENTER NOTCH BETWEEN EXISTING ROCK REINFORCEMENT. BACKFILL NOTCH WITH SHOTCRETE AFTER INSTALLING BASEPLATE AND HSS B/ST 77' - 2" (23.520 m) ABOVE CAVERN FLOOR CRANE DRIVE CLEARANCE ENVELOPE

(0.600m) 1' - 11 5/8" (0.470m) 1' - 6 1/2" (0.300m) 0' - 11 7/8"

PROVIDE 0'-6" (0.15m) CLEARANCE BETWEEN TOP BEAM FLANGE AND SHOTCRETE GALV SHIM AS REQ'D (0'-0 1/4" (0.006m) MAX TOTAL THICKNESS) SHOTCRETE "A" LINE A B C

(0.30m) (C) 1' - 0" (0.53m) (A) 1' - 8 3/4" (0.21m) (B) 0' - 8 3/8" (0.40m) (C) 1' - 3 5/8" (0.60m) (B) 1' - 11 5/8" (1.19m) (A) 3' - 10 5/8"

SEE NOTE 2

(0.46m) 1' - 6" (0.46m) 1' - 6"

"E" LINE AT MAX TOLERANCE

3' - 8" MAX

EL = +20' - 2 7/8" DRIFT OPENING BEYOND CENTRAL MONORAIL BEAM EDGE MONORAIL BEAM BEYOND DRIFT

3

SS-801

2

SS-801

SS-802

1

SS-802

1

(9.00m) 29' - 6 3/8" (6.10m) 20' - 0" (7.62m) 25' - 0" (6.10m) 20' - 0" (7.62m) 25' - 0" (6.10m) 20' - 0" (7.62m) 25' - 0" (6.10m) 20' - 0" (7.62m) 25' - 0" (6.10m) 20' - 0" (7.62m) 25' - 0" (6.10m) 20' - 0" (3.74m) 12' - 3 3/8" (3.88m) 12' - 8 5/8" (6.10m) 20' - 0" (7.62m) 25' - 0" (6.10m) 20' - 0" (7.62m) 25' - 0" (6.10m) 20' - 0" (7.62m) 25' - 0" (6.10m) 20' - 0" (7.62m) 25' - 0" (6.10m) 20' - 0" (7.62m) 25' - 0"

MONORAIL BEAM SPLICE, TYP

  • EL. LEVEL 4850

0'-2" (0.051m) CLEAR, END MONORAIL BEAM TO CAVERN END WALL ROCK SHOTCRETE MONORAIL CRANE SUPPORT BEAM

A

SS-801

0'-10" MIN

GALV PL1 x 8 x 1'-0" (0.025m x 0.203m x 0.305m), Fy=50ksi GALV HSS6x6x1/2 USE HIGH-BUILD EPOXY REPAIR

  • MORTAR. MIN STRENGTH 5000 PSI.

TO PROVIDE SMOOTH BEARING SURFACE (GRIND SMOOTH AS NECESSARY FOR FULL BEARING)

B

SS-801 B/ST 89' - 0" (27.127 m) ABOVE CAVERN FLOOR

(0.470m) 1' - 6 1/2"

CRANE DRIVE CLEARANCE ENVELOPE CRANE DRIVE CLEARANCE ENVELOPE

(1.000m) 3' - 3 3/8"

GALV SHIM PLATES AS REQ'D (0'-0 1/4"(0.006m) MAX TOTAL THICKNESS) EL = +32' - 0 3/4" NOTES:

  • 1. SEE UG-FD-SS-200 SERIES FOR SUPPORT

LOCATIONS.

  • 2. REFER TO 3/UG-FD-SS-802 FOR ADDITIONAL

MONORAIL BEAM NOTES

(0.46m) 1' - 6" (0.46m) 1' - 6" 1' - 11" MAX

"E" LINE AT MAX TOLERANCE

(0.032m) 0' - 1 1/4" (0.032m) 0' - 1 1/4" (0.032m) 0' - 1 1/4"

(4) 0'-0 3/4"(0.019m) DIA A490-SC BOLTS HSS MONORAIL BEAM

5/8

PROVIDE 0'-2"(0.051m) DIA VENT HOLE IN PL FOR GALVANIZING LSL BOLT HOLES IN BEAM FOR TOLERANCE (6) 0'-1 1/4" (0.032m) DIA GALV HILTI HAS-E B7 ANCHOR RODS W/ HILTI RE-500 V3. 2'-6"(0.762m) MIN EMBED IN ROCK. 2'-6"(0.762m) MAY BE REDUCED TO 2'-1"(0.635m) AT CENTRAL MONORAIL BEAM SUPPORTS. HSS

5/8

2' - 0" (0.610 m) 2' - 0" (0.610 m)

GALV BASE PL 0'-1 1/2" (0.038m)

0' - 3" (0.075 m) 0' - 3" (0.075 m) 0' - 3" (0.075 m) 0' - 3" (0.075 m) EQ EQ EQ EQ

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:33:29 PM

3

15-1-6 UG-FD-SS-801

UNDERGROUND, EXC 4850 LEVEL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

TYPICAL CHAMBER MONORAIL PLAN AND SECTIONS, SHEET 1 OF 2

SCALE: 1" = 1'-0"

2 TYPICAL MONORAIL CRANE BEAM SUPPORT

SCALE: 1" = 20'-0"

1 CHAMBERS 1-4 LONGITUDINAL SECTION

SCALE: 1" = 1'-0"

3 CENTRAL MONORAIL CRANE BEAM SUPPORT

SC SCAL ALE FEET 2 1 1 1"=1'-0" 1 1 1 1/ 1/2"= "=1' 1'-0

  • 0"

1 SC SCAL ALE FEET

SCALE: 1 1/2" = 1'-0"

DETAIL A

SCALE: 1 1/2" = 1'-0"

DETAIL B

1 07/27/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION SC SCAL ALE FEET 40 20 20 1"=20'-0"

slide-24
SLIDE 24

CL BM SPLICE CL SUPT

PER PLAN UG-FD-SS-200 SERIES

MONORAIL SUPPORT BEAM GALV PL 0'-0 1/2" (0.013m)

(0.076m) 0' - 3" (0.076m) 0' - 3"

3/8 TYP 3 SIDES TYP EACH BEAM

(0.305m) 1' - 0"

NOTES:

  • 1. CM/GC TO SURVEY AS-BUILT SUPPORT LOCATIONS AND COORDINATE BEAM

FABRICATION AND ERECTION PRIOR TO AND THROUGHOUT ERECTION. CJP, REMOVE BACKER BARS, GRIND SMOOTH AT TOP AND BOT OF FLANGE (7/8) PJP,CJP AT CM/GC OPTION 5/16 5/16 TYP

(0.470m) 1' - 6 1/2" (0.016m) 0' - 0 5/8" (0.038m) 0' - 1 1/2" (0.203m) 0' - 8" TYP

BU18.5-1

CRANE ASSUMPTIONS MONORAIL BEAM REQUIREMENTS CRANE TROLLY CRANE FUNCTIONS MONORAIL BEAM LOCATION CRANE TYPE MAXIMUM CRANE PAYLOAD MAX ULTIMATE LOAD MONORAIL BEAM MAX FLANGE BOTTOM WIDTH MIN # WHEELS PER TROLLEY MIN LENGTH OF TROLLEY LIFTING RANGE (MINIMUM) CRANE LIFTING SPEED CRANE TRAVELLING SPEED POWER REQUIRED US SHORT TONS (METRIC TONS) US SHORT TONS (METRIC TONS) IN (mm) IN (mm) (ft) m fpm (mpm) fpm (mpm) CENTER MONORAIL CRANE 16.5 (15.0) 30.0 (27.2) 8 (200) 8 60 (1524) 15 (4.572) CENTER MONORAIL CRANE 16.5 (15.0) 30.0 (27.2) 8 (200) 8 60 (1524) OUTER BRIDGE CRANE 20.0 (18.2) 42.0 (38.0) 8 (200) 8 60 (1524) NOTES:

  • 1. MONRAIL CRANE IS ASSUMED TO BE AFFIXED TO A TROLLEY WHICH HANGES BELOW THE BEAM. THE TROLLEY WHEELS ARE

ASSUMED TO DISTRIBUTE LOAD EQUAILY TO EACH SIDE OF THE BEAM FLANGE.

  • 2. BRIDGE CRANE TYPE IS AN OVERHEAD CRANE MOUNTED ON A TRAVELLING BRIDGE WHICH SPANS BETWEEN THE TWO OUTER

MONORAIL BEAMS. THE CRANE BRIDE IS ASSUMED TO HANG BELOW THE STRUCTURAL SUPPORT BEAMS, WITH A TROLLEY AT EACH END OF THE BRIDGE. THE TROLLEY WHEELS ARE ASSUMED TO DISTRIBUTE LOAD EQUALLY TO EACH SIDE OF THE BEAM FLANGE.

  • 3. ALL CRANES SUPPORTED BY THE MONORAIL BEAMS SHALL BE HAVE JOINED CONTROL SYSTEM WHICH MONITORS THE

MOVEMENTS AND LOCATIONS OF ALL SYSTEMS SIMULTANEOUSLY.

  • 4. EACH CRANE SHALL HAVE ONE ELECTRICAL CONNECTION, AND SHALL BE POWERED BY CONTINUOUS BUSBAR FIXED TO THE

STRUCTURAL MONORAIL BEAM. ALL TRAVELLING ELECTRICAL COMPONENTS REQUIRED FOR THE CRANE TO MOVE SHALL BE SUPPLIED BY THE CRANE INSTALLER.

  • 5. MAXIMUM ULTIMATE LOAD INCLUDES THE CRANE PAYLOAD, THE WEIGHT OF THE CRANE AND TROLLEY, AND THE WEIGHT OF THE

BRIDGE BEAM AND TROLLY (BRIDGE CRANE ONLY), WITH LOAD FACTORS IN ACCORDANCE WITH THE CODE. THE NOTED LOADS DO NOT INCLUDE MAGNIFICATION FOR DYNAMIC EFFECTS.

  • 6. EACH MONORAIL BEAM LINE IS ASSUMED TO BE LOADED BY ONE CRANE AT A TIME. MULTIPLE CRANES OPERATING ON THE SAME

MONORAIL BEAM LINE MAY OCCUR IF EITHER THE LOADS OCCUR AT A MINIMUM OF 25'-0" (7.620m) APART, OR IF THE TOTAL ULTIMATE LOAD TO THE MONORAIL BEAM DOES NOT EXCEED THE ULTIMATE LOAD INDICATED IN THE TABLE.

  • 7. INDIVIDUAL FIXATION OF EACH CRANE RAIL SHALL BE TESTED TO 150% OF THE NOMINAL RATED CAPACITY OF THE CRANE.

32 (9.754) 32 (9.754) 20 (6.096) 15 (4.572) 19 (5.791) 75 (22.860) 75 (22.860) 75 (22.860) TBD TBD TBD NOTES:

  • 1. MONORAIL CRANE BEAMS SHOWN ARE PROVISIONAL AND ARE TO BE

RECONFIRMED AFTER THE HOIST SUPPLIER PROVIDES FINAL WORKING LOADS AND BEAM FLANGE REQUIREMENTS.

  • 2. LATERAL STABILITY OF BEAM TO BE CONFIRMED ONCE SUPPLIER HAS PROVIDED

LOADINGS.

  • 3. MONORAIL BEAM IS DESIGNED FOR AN ULTIMATE LOAD OF 46.2 US SHORT TONS (42

METRIC TONS), INCLUDING DYNAMIC EFFECTS.

  • 4. SEE 4/UG-FD-SS-802 FOR CRANE LOAD ASSUMPTIONS.

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:30 PM

2

15-1-6 UG-FD-SS-802

UNDERGROUND, EXC 4850 LEVEL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

TYPICAL CHAMBER MONORAIL PLAN AND SECTIONS, SHEET 2 OF 2

SCALE: 3" = 1'-0"

1 TYPICAL MONORAIL BEAM SPLICE

1 11/02/18 60% FD SUBMISSION 2 02/08/19 90% FD SUBMISSION 3" 3"=1 =1'- '-0" 0" 1 SC SCAL ALE FEET

SCALE: 3" = 1'-0"

2 TYPICAL MONORAIL BUILT-UP BEAM

SCALE: N.T.S.

4 CRANE AND MONORAIL BEAM ASSUMPTIONS & REQUIREMENTS

SCALE: 12" = 1'-0"

3 MONORAIL BEAM NOTES

slide-25
SLIDE 25

GALV WASHER PL 0'-0 1/4" (0.006m) THK, 0'-3" (0.076m) DIA GALV THREADED CLEVIS GALV PIN USE HIGH-BUILD EPOXY REPAIR

  • MORTAR. MIN STRENGTH 6000 PSI.

TO PROVIDE SMOOTH BEARING SURFACE (GRIND SMOOTH AS NECESSARY FOR FULL BEARING) HANGER BY OTHERS SHOTCRETE NOTES: 1. DESIGN MEZZANINE FOR LATERAL LOAD OF 2330 LB (10.4 kN) DUE TO HANGER OUT OF PLUMB. 2. MEZZANINE HANGAR IS DESIGNED FOR AN ULTIMATE LOAD, P, OF 110 US SHORT TONS (100 METRIC TONS) 3. FOR ANCHOR MATERIAL AND TESTING SPECIFICATION, REFER TO SECTION 31 72 13. P REFER TO 4/C501 FOR MEZZANINE ANCHOR DETAILS

0'-10" (0.254m)

LOCK NUT CM/GC VERIFY CLEARANCE FROM END OF ROD HANGER ROCK SHOTCRETE LINING (LOCALLY INFILL AT PLATE TO WITHIN 1'-0" (0.300m) OF 'A' LINE 0'-1"(0.025m) DIA. SC BOLTS ON EACH SIDE OF WEB IN LSLT HOLE. SLOT HOLE PARALLEL TO AXIS OF BEAM MEZZANINE FRAMING, BY OTHERS PER 3/SS-803

  • MIN. EMBED IN ROCK

0'-1"(0.025m) MAX NON-SHRINK HIGH STRENGTH GROUT WT

(0.102m) 0' - 4" MIN BEARING (0.051m) 0' - 2" MIN, TYP (0.165m) 0' - 6 1/2"

CAVERN

31' - 9" (+1'-0" MAX, -0'-0" MAX) (9.677m) (+0.304m MAX, -0m MAX)

"A" LINE GALV PL 32 x 30 x 1 1/2 (0.813m x 0.762m x 0.038m) CT BOLT M33 (TYP), SEE 3/UG-FD-C-500 GALV PL 12"x12"x1" (0.30x0.3x0.025m) THK USE HIGH-BUILD EPOXY REPAIR

  • MORTAR. MIN STRENGTH 6000 PSI.

TO PROVIDE SMOOTH BEARING SURFACE (GRIND SMOOTH AS NECESSARY FOR FULL BEARING) SHOTCRETE SWIVEL LIFTING EYE NUT P LIFTING EYE AREA W.L.L. (P) MID CHAMBER 4,400 LBS (2 METRIC TONS) MEZZANINE 22,000 LBS (10 METRIC TONS) NOTES: 1. FOR LIFTING EYE MATERIAL AND TESTING SPECIFICATION, REFER TO SECTION 31 72 13. GALV PL 32 x 30 x 1 1/2 (0.813m x 0.762m x 0.038m) GALV WT 15x49.5 HILTI HIT-HY 200 + HAS-E B7 0'-1 1/4"(0.032m) DIA. GALV ANCHOR RODS WITH 1'-4" (0.406m) MIN. EMBED IN

  • ROCK. (10) ANCHORS TOTAL.

5/16 5/16 5/16 SETTING OUT POINT, LOCATE PLATE +/- 0'-3"(0.076m) IN PLANE OF WALL FROM SPECIFIED

  • LOCATION. LOCATE WT ON PL

SO THAT WT ALIGNS WITH SOP

(0.076m) 0' - 3" (0.330m) 1' - 1" (0.330m) 1' - 1" (0.076m) 0' - 3" (0.203m) 0' - 8" (0.203m) 0' - 8" (0.203m) 0' - 8" (0.076m) 0' - 3" (0.076m) 0' - 3" (0.218m) 0' - 8 5/8"

A

SS-803 P NOTES:

  • 1. MEZZANINE SUPPORT IS DESIGNED FOR

AN ULTIMATE LOAD, P, OF 35.3 US SHORT TONS (32 METRIC TONS)

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:33:33 PM

3

15-1-6 UG-FD-SS-803

UNDERGROUND, 4850 LEVEL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

STRUCTURAL DETAILS SHEET 1 OF 1

SCALE: 1 1/2" = 1'-0"

1 MEZZANINE HANGAR CONNECTION DETAIL

SCALE: 1 1/2" = 1'-0"

A SECTION

1 1 1 1/ 1/2"= "=1' 1'-0

  • 0"

1 SC SCAL ALE FEET

SCALE: 1 1/2" = 1'-0"

2 TYPICAL LIFTING EYE

1 07/27/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION

SCALE: 1 1/2" = 1'-0"

3 MEZZANINE SUPPORT ELEVATION

slide-26
SLIDE 26

CONCRETE SLAB IN DRIFT # 6 @ 1'-0" (0.305m) L-BAR TIES. EXTEND 6'-0" (1.829m) & 7'-6" (2.286m) (ALTERNATING) INTO DRIFT SLAB 0'-1" (0.025m) MOVEMENT JOINT ASSUMED CONCRETE BRIDGE DECK (NOT IN CONTRACT) #5 @ 1'-0" (0.305m) HOOPS, (TYP) (6) #6 CONT EF, TYP

5'-5" (1.651m) (TO BE VERIFIED) 1' - 4" (0.406 m)

1'-0" x 1'-0 x 0'-3" (0.305m x 0.305m x 0.076m) THK ELASTOMERIC BEARING (NOT IN CONTRACT) BRIDGE GIRDER (NOT IN CONTRACT)

0' - 8" (0.203 m) 1' - 4" (0.406 m)

(5) TYPE II ROCK ANCHOR (SEE UG-FD-C-500): 20'-0" (6.096m) LONG 1 1/4" (0.032m) DIA. GALVANIZED CT M33 ROCK BOLTS. LOCATE ONE ANCHOR DIRECTLY BELOW EACH GIRDER SUPPORT AND SPACE EVENLY IN BETWEEN.

377' 0 1/2" (TO BE VERIFIED) 1' - 4" (0.406 m) 1' - 4" (0.406 m)

NOTES:

  • 1. MAXIMUM ULTIMATE LOAD TO ABUTMENT FROM

BRIDGE GIRDER IS 75 US SHORT TONS (34 METRIC TONS), INCLUDING DYNAMIC EFFECTS FROM LOADS IMPOSED BY UNDER SLUNG CRANES OR ANY OTHER MOVING LOADS.

  • 2. BRIDGE ABUTMENT TO BE ALIGNED TO BE

PARALLEL TO CAVERN CL. DISTANCE FROM "A" LINE TO BE SET SO FRONT FACE IS AT OR BEHIND FINAL SHOTCRETE SURFACE AS PLACED. "A" LINE

SEE NOTE VARIES

FINAL SHOTCRETE SURFACE AS PLACED "E" LINE (5) #5 @ 0'-4" (0.102m) HOOPS CTR'D BELOW BEARING PAD, #5 @ 1'-0" (0.305m) HOOP OVER BALANCE OF ABUDTMENT.

SHOTCRETE 0' - 4" (0.102m)

SHOTCRETE 0'-4" (0.102m) CLEARANCE ENVELOPE POLYTHENE MEMBRANE, SEE NOTE 2. MUD SLAB MIN 0'-3" (0.076m) THK ARCH GRATING 3 1 NOTES:

  • 1. FOR INFORMATION NOT SHOWN, REFER TO 5/SS-810
  • 2. THE SLIP MEMBRANE SHALL BE BE A TWO-LAYER, HIGH DENSITY, LOW FRICTION

POLYETHELYNE MEMBRANE SUITABLE FOR USE ON AND BELOW CONCRETE SLABS, AND SHALL BE INSTALLED IN ACCORDANCE WITH ALL MANUFACTURER

  • RECOMMENDATIONS. ACCEPTABLE PRODUCTS ARE CELLTEX SLIP MEMBRANE OR

AN APPROVED EQUAL. 'A' LINE 0'-1" (0.025m) MOVEMENT JOINT CONCRETE BRIDGE DECK (NOT IN CONTRACT) #5 @ 1'-0" (0.305m) HOOPS, (TYP) 1'-0" x 1'-0" x 0'-3" (0.305m x 0.305m x 0.076m) THK ELASTOMERIC BEARING (NOT IN CONTRACT) BRIDGE GIRDER (NOT IN CONTRACT) (5) TYPE II ROCK ANCHOR (SEE UG-FD-C-500): 20'-0" (6.096m) LONG 1 1/4" (0.032m) DIA. GALVANIZED CT M33 ROCK BOLTS. LOCATE ONE ANCHOR DIRECTLY BELOW EACH GIRDER SUPPORT AND SPACE EVENLY IN BETWEEN. (6) #6 CONT EF, TYP

(0.406m) 1' - 4" 5'-5" (1.651m)(TO BE VERIFIED) (TO BE VERIFIED) 1' - 4" (0.406 m) 1' - 4" (0.406 m) EQ EQ 377' 0 1/2" (0.203m) 0' - 8"

NOTES:

  • 1. MAXIMUM ULTIMATE LOAD TO ABUTMENT FROM

BRIDGE GIRDER IS 75 US SHORT TONS (34 METRIC TONS), INCLUDING DYNAMIC EFFECTS FROM LOADS IMPOSED BY UNDER SLUNG CRANES OR ANY OTHER MOVING LOADS.

  • 2. BRIDGE ABUTMENT TO BE ALIGNED TO BE

PARALLEL TO CAVERN CL. DISTANCE FROM "A" LINE TO BE SET SO FRONT FACE IS AT OR BEHIND FINAL SHOTCRETE SURFACE AS PLACED. "A" LINE

SEE NOTE VARIES

FINAL SHOTCRETE SURFACE AS PLACED "E" LINE (5) #5 @ 0'-4" (0.102m) HOOPS CTR'D BELOW BEARING PAD, #5 @ 1'-0" (0.305m) HOOP OVER BALANCE OF ABUDTMENT. SHOTCRETE 0'-4" (0.102m) f'c = 5000 psi INFILL CONCRETE CHANNEL (SLOPED) WITH POLYPROPYLENE FIBERS TO MATCH THE ADJACENT CONCRETE SLAB. LOCAL EDGE THICKENING f'c = 5000 psi CONCRETE SLAB 0'-6" (0.152m) THK WITH 4.2 LB/CY POLYPROPYLENE FIBERS FOR TEMPERATURE AND SHRINKAGE.

0' - 4" (0.102 m)

CLEARANCE ENVELOPE

(0.075m TO 0.165m) VARIES, 0'-3" TO 0'-6 1/2" 0' - 6" (0.152 m) 0' - 4" (0.102 m) MIN

ARCH GRATING CONT GALV L1 1/2x1 1/2x3/16 WITH 0'-0 1/2" (0.013m) DIA X 0'-3" (0.076m) STUDS AT 1'-0" (0.305m) O.C. TYP. 3 1

0' - 4" (0.102 m) 1' - 1" (0.330 m) 0' - 2" (0.051 m) MIN (0.051m) 0' - 2" MIN ( . 5 m ) '

  • 2

" M I N

'A' LINE EQUIPMENT BY OTHERS ROCK FIBER REINFORCED CONC SLAB NOTES:

  • 1. MAXIMUM FACTORED POINT LOAD FROM

EQUIPMENT SHALL NOT EXCEED 25 KIPS (112 kN).

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:33:34 PM

3

15-1-6 UG-FD-SS-810

UNDERGROUND, 4850 LEVEL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

CONCRETE SLAB DETAILS SHEET 1 OF 3

SCALE: 1" = 1'-0" SS-401

1 BRIDGE ABUTMENT SECTION AT 4850L

SCALE: 1" = 1'-0"

4 DETAIL OF CUC SLAB BELOW MEZZANINE

SCALE: 1" = 1'-0" SS-401

2 BRIDGE ABUTMENT SECTION AT 4850L

1 07/27/18 30% FD SUBMISSION 2 11/02/18 60% FD SUBMISSION 3 02/08/19 90% FD SUBMISSION SC SCAL ALE FEET 2 1 1 1"=1'-0"

SCALE: 1" = 1'-0"

5 TYPICAL DETAIL OF CUC SLAB

SCALE: 1" = 1'-0"

3 TYPICAL DETAIL AT EQUIPMENT SUPPORT POINT

slide-27
SLIDE 27

NOTES:

  • 1. FOR INFORMATION NOT SHOWN

REFER TO 3/SS-811 SHOTCRETE CLEARANCE ENVELOPE

T.O.SL

31'-1" (9.474m) TO CAVERN CL BASELINE EDGE PROFILE "A" LINE REINFORCED CONCRETE PAD (SEE 3/SS-801). LOCATE BOT OF CONC PAD AS REQ'D TO ACHIEVE FULL BEARING ON UNDISTURBED SUBGRADE (ROCK). BOTTOM OF CONC PAD NO HIGHER THAN BOT OF MUD SLAB. EXCAVATION WHERE TRENCH GRADIENT IS SHALLOW TRANSITION EXCAVATION AND MUD SLAB DEPTH AS REQUIRED. SHOTCRETE SINGLE SIZE GRANULAR FILTER STONE 0'-4" (0.102m) DIA PERFORATED PIPE, SEE DRAINAGE DETAILS (TYP) f'c = 5000 psi PLAIN CONCRETE SLAB ON GRADE WITH 4.2 LB/CY POLYPROPYLENE FIBERS FOR SHRINKAGE AND TEMPERATURE, SEE PLAN FOR THK

0' - 5 7/8" (0.149 m)

CLEARANCE ENVELOPE MUD SLAB MIN 0'-3" (0.076m) THK ON CLEAN ROCK CAVIDRAIN

T.O.SL 0' - 11" (0.279 m) (255 mm MIN 660 mm MAX) VARIES, 10" MIN 26" MAX SEE PLAN FOR THICKNESS MIN 0' - 3" (0.076 m) MIN 0' - 3" (0.076 m)

3 1

0' - 1 5/8" (0.042 m) 1' - 11 7/8" (0.606m) 1' - 2 7/8" (0.378m)

PROVIDE 0'- 4" DIA DRAIN HOLE AT 10'-0" (3.048 m) OC. LOCALLY DEPRESS TOP OF SLAB AND SLOPE TOWARDS DRAIN GEOTEXTILE DRAIN AS OCCURS, SEE

  • CIVIL. TERMINATE AT UNDERSIDE OF

CAVIDRAIN 31'-1" (9.474m) TO CAVERN CL

0' - 4" (0.102 m) VARIES INFILL SLAB

BASELINE EDGE PROFILE, "A" LINE EXCAVATION WHERE TRENCH GRADIENT IS SHALLOW SHOTCRETE f'c = 5000 psi PLAIN CONCRETE SLAB ON GRADE WITH 4.2 LB/CY POLYPROPYLENE FIBERS FOR SHRINKAGE AND TEMPERATURE, SEE PLAN FOR THK CLEARANCE ENVELOPE

0' - 4" (0.102 m)

MUD SLAB MIN 0'- 3" (0.076m) THK CAVIDRAIN

T.O.SL SEE PLAN FOR THICKNESS 0' - 1 5/8" (0.042 m) 2' - 0" (0.610 m)

GEOTEXTILE DRAIN AS OCCURS, SEE DETAILS 5 & 6 ON UG-FD-C-502. TERMINATE AT UNDERSIDE OF CAVIDRAIN 31'-1" (9.474m) TO CAVERN CL PROFILED STEEL BEARING PAD 0'- 11 6/8" WIDE X 2'- 0" LONG X 0'- 6" HIGH (0.298m x 0.610m x 0.152m) (50 ksi STEEL) REINFORCED CONCRETE PAD 1'- 1 3/4" WIDE X 2'- 2" LONG (0.350m x 0.660m) AT EACH BEARING PAD f'c = 5000 psi. BOT OF CONC PAD AT BOT OF MUD SLAB. (4) #5 GFRP VERT (ONE EACH CORNER) WITH #4 GFRP HOOPS AT 0'- 3"(0.076m) O.C. VERT SPCG. SIKADUR 42 GROUT PAK NON-CONDUCTIVE GROUT 0'- 1" (0.025m) TYP (4) SIDES NOTES:

  • 1. FOR INFORMATION NOT SHOWN REFER TO
  • 2. DRAINAGE CHANNEL AND TRENCH OCCUR AT

SOUTH WALL OF NORTH CAVERN AND NORTH WALL OF SOUTH CAVERN 3/UG-FD-SS-811 SHOTCRETE CLEARANCE ENVELOPE

T.O.SL

31'-1" (9.474m) TO CAVERN CL

VARIES INFILL SLAB

BASELINE EDGE PROFILE, "A" LINE

0' - 1" (0.025 m) 0' - 4" (0.102 m) 1' - 8 3/4" (0.527 m)

MUD SLAB MIN 0'- 3" (0.076m) THK

T.O.SL

CJ CL BEARING PAD CL CAVERN PER PLAN PER PLAN BEARING PAD EXPERIMENT CHAMBER SLAB MUD SLAB TRANSITION MUD SLAB THICKNESS AS REQUIRED CONCRETE BEARING PAD, BOT OF PAD TO MATCH BOT OF MID- CHAMBER MUD SLAB INSULATING MATERIAL TO BE SPECIFIED BY FRA MID-CHAMBER SLAB NOTES:

  • 1. FOR INFORMATION NOT SHOWN, REFER TO 2/SS-811

CAVIDRAIN

T.O.SL

CJ CL CAVERN PER PLAN PER PLAN EXPERIMENT CHAMBER SLAB TRANSITION MUD SLAB THICKNESS AS REQUIRED INSULATING MATERIAL TO BE SPECIFIED BY FRA MID-CHAMBER SLAB NOTES:

  • 1. FOR INFORMATION NOT SHOWN, REFER TO 3/SS-811

MUD SLAB MIN 0'-3" (0.076m) THK ON CLEAN ROCK CAVIDRAIN

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:28 PM

2

15-1-6 UG-FD-SS-811

UNDERGROUND, 4850 LEVEL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

CONCRETE SLAB DETAILS SHEET 2 OF 3

1 11/02/18 60% FD SUBMISSION 2 02/08/19 90% FD SUBMISSION SC SCAL ALE FEET 2 1 1 1"=1'-0"

SCALE: 1" = 1'-0"

4 DRAINAGE DETAIL AT CONCRETE PADS IN EXPERIMENT CAVERN

SCALE: 1" = 1'-0"

3 TYPICAL DETAIL OF EXPERIMENT CAVERN SLAB BETWEEN PADS

SCALE: 1" = 1'-0"

1 TYPICAL DETAIL OF EXPERIMENT CAVERN SLAB BETWEEN PADS

SCALE: 1" = 1'-0"

2 DETAIL AT CONCRETE PADS IN EXPERIMENT CAVERN

SCALE: 1" = 1'-0"

5 DETAIL AT EXPERIMENT CAVERN SLAB CJ A CONCRETE PADS

SCALE: 1" = 1'-0"

6 DETAIL AT EXPERIMENT CAVERN SLAB CJ BETWEEN PADS

slide-28
SLIDE 28

MIN 0' - 6" (0.152 m) MIN 0' - 6" (0.152 m)

0'- 4" (0.102m) DIA PERFORATED PIPE, SEE DRAINAGE DETAILS (TYP) f'c = 5000 psi CONCRETE SLAB WITH 4.2 LB/CY POLYPROPYLENE FIBERS FOR SHRINKAGE AND TEMPERATURE, SEE PLAN FOR THK MUD SLAB CAVIDRAIN

0'- 9" (0.229m) MAX VARIES, 0'- 8" (0.203m) MIN 2' - 0" (0.608 m) MIN OPENING 2' - 0" x 2' - 0" (0.610m X 0.610m) 0' - 1 5/8" (0.042 m)

GALV L1 1/2x1 1/2x3/16 WITH (3) 0'- 0 1/2" (0.013m) DIA X 0'- 3" (0.076m) STUDS, TYP (4 SIDES) METAL GRATING, BY OTHERS #4 @ 1' - 0" (0.305m) HORIZ, EF, EW #4 @ 1'-0" (0.30m) TOP AND BOT, EW

2800 2800

A

SS-850

SHOTCRETE 0' - 4" (0.10m)

Arup USA Inc 77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV. REVISIONS DESIGNED DRAWN CHECKED DESCRIPTION DATE REV.

Fermilab

Long-Baseline Neutrino Facility 02/08/19

2/8/2019 6:34:46 PM

1

15-1-6 UG-FD-SS-850

UNDERGROUND, 4850 LEVEL

LBNF - FSCF - EXCAVATION

IB AF KS ARUP ARUP ARUP

CONCRETE DETAILS SHEET 1 OF 2

SCALE: 1" = 1'-0"

A NORTH AND SOUTH CAVERN SUMP

SCALE: 1 1/2" = 1'-0"

1 PARTIAL PLAN

1 02/08/19 90% FD SUBMISSION 1 1 1 1/ 1/2"= "=1' 1'-0

  • 0"

1 SC SCAL ALE FEET 1 1" 1"=1 =1'- '-0" 0" 1 2 SC SCAL ALE FEET

SS-101B